Soil Mechanics & Foundation Engineering
|
|
- Cornelius Austin
- 6 years ago
- Views:
Transcription
1 SAMPLE STUDY MATERIAL Potal Correpondence Coure GATE, IES & PSU Civil Engineering Soil Mechanic & Foundation Engineering 28-B/7, Jia Sarai, Near IIT, Hauz Kha, Ne Delhi Ph engineerintitute.com
2 C O N T E N T SOIL MECHANICS 1. SOIL FORMATION AND SOIL TYPES PROPERTIES OF SOIL CLASSIFICATION OF SOIL SOIL STRUCTURE AND CLAY MINERAL SOIL COMPACTION PRINCIPLE OF EFFECTIE STRESS, CAPILLARITY AND PERMEABILITY SEEPAGE THROUGH SOIL STRESS DISTRIBUTION COMPRESSIBILITY AND CONSOLIDATION SHEAR STRENGTH OF SOIL STABILITY OF SLOPES EARTH PRESSURES AND RETAINING WALLS FOUNDATION ENGINEERING 13. SHALLOW FOUNDATION PILE FOUNDATION SOIL EXPLORATION IES, GATE PAPERS & PRACTICS SET 16. OBJECTIE PRACTICS SET-I OBJECTIE PRACTICS SET-II SOIL MECHANICS & FOUNDATION [IES] PRACTICS SET-III SOIL MECHANICS GATE PAPERS ( ) FOUNDATION ENGINERING GATE PAPERS ( ) B/7, Jia Sarai, Near IIT, Hauz Kha, Ne Delhi Ph engineerintitute.com
3 CHAPTER-1 SOIL FORMATION AND SOIL TYPES The term oil' ha different definition belonging to different dicipline. For a civil engineer, oil mean all naturally occurring relatively unconolidated earth material-organic or inorganic in character that lie above the bedrock. Soil mechanic i the branch of civil Engineering hich deal ith the application of principle of mechanic to engineering problem related to oil. Soil Engineering encompae not only oil mechanic but alo geology, tructural engineering, oil dynamic and many other dicipline hich are often required to obtain practical olution to problem of oil. Soil Formation and Soil Type: Soil can be divided into to main group on the bai of their origin. (a) Formed by phyical eathering by mean of ater, ice and ind. e.g. Gravel, and (b) Formed by chemical eathering by oxidation & hydration. e.g. Clay, ilt Soil of organic origin are extremely compreible. If a product of rock eathering remain available at the place of their origin it i called reidual oil. If oil i tranported from it place of origin by ind, ater, ice etc. and get depoited at other place it i called a tranported oil. According to the tranporting agency and method of depoition tranporting oil can be claified a: Soil Formed by Method of Tranportation and Depoition: 28-B/7, Jia Sarai, Near IIT, Hauz Kha, Ne Delhi Ph engineerintitute.com
4 Loe: Looe depoit of ind blon ilt hich i eakly cemented ith calcium carbonate and montmorillonite. It i formed in arid and emi-arid region. Tuff: A mall-grained volcanic ah tranported by ind or ater. Bentonite: A chemically eathered volcanic ah. Glacial till: A mixture of boulder, gravel, and, ilt and clay, depoited by glacial and not tranported or egregated by ater. Marl: A very fine grained calcium carbonated oil of marine origin. Colluvial oil: Accumulation of rock debri or talu at the bae of a teep cliff due to action of gravity. Peat: A highly organic oil, Bron to black in color, fibrou and highly compreible. Muck: A mixture of fine particle of inorganic oil and black decompoed organic matter. Generally found accumulated in condition of imperfect drainage like amp. (Peat and Muck are alo called a cumuloe oil) Humu: A dark bron, organic oil coniting of partly decompoed vegetative matter. Regional oil depoit of India: 1. Marine depoit: Marine clay are oft and may contain organic matter. It poe lo hear trength and high compreibility. Not uitable a a foundation material. 2. Laterite and Lateritic oil: Formed by the decompoition of rock, removal of the bae and ilica and formation of oxide of iron and aluminium at the top of the oil profile. There are to type of laterite: - Primary and Secondary. Laterite are reddih in color and hard in dry tate. 28-B/7, Jia Sarai, Near IIT, Hauz Kha, Ne Delhi Ph engineerintitute.com
5 If the grain ize increae upon alternate etting and drying cycle, the oil i called laterite but lateritic oil doe not ho thi characteritic. Laterite are ued a foundation material and retain their lope ell. 3. Black cotton oil: Thi i the Indian name given to the expanive oil. It i not neceary that Black cotton oil hould be Black in colour alay. Thee are formed from baalt or trap and contain the clay mineral montmorrillonite, hich i reponible for exceive elling and hrinkage characteritic of the oil. Under-reamed pile are conidered mot uitable a foundation for thee oil. Note: Compreibility mean compreion ( H) per unit increae in effective H tre ( ) i. e. ' 28-B/7, Jia Sarai, Near IIT, Hauz Kha, Ne Delhi Ph engineerintitute.com
6 CHAPTER-2 PROPERTIES OF SOIL Phae Diagram: In general, oil ma i a three-phae ytem compoed of olid, liquid and gaeou matter. The diagrammatic repreentation of the different phae in oil ma i called the phae diagram. Phae diagram (Partially aturated) Phae diagram: 28-B/7, Jia Sarai, Near IIT, Hauz Kha, Ne Delhi Ph engineerintitute.com
7 Some Definition: 1. Water content (): Defined a the ratio of eight of ater ( ) to the eight of olid ( ) in a given ma of oil. W 100 % W W = eight of ater W = eight of olid There can be no upper limit to ater content i.e oid Ratio (e): Defined a the ratio of volume of void (v v ) to the volume of olid (v ). e v v = volume of void = volume of olid. Soil ha to contain ome void but there cannot be an upper limit to the void volume i.e. e > 0 3. Poroity (n): Defined a the ratio of the volume of void to total volume of the oil (v). v n 100 % v = volume of void = total volume of oil. The poroity of a oil cannot exceed 100% i.e. 28-B/7, Jia Sarai, Near IIT, Hauz Kha, Ne Delhi Ph engineerintitute.com
8 0 n 100 In oil engineering, void ratio i frequently ued. 4. Degree of aturation (S): Defined a the ratio of volume of ater to volume of void. % 100 v v volume of ater volume of void The degree of aturation varie beteen 0 and 100 i.e Air content (a c ): Defined a the ratio of volume of air (v a ) to volume of void (v v ). a ac 1 S, 0 a c 100 v 6. Percentage air void (n a ): It i defined a volume of air void (v a ) to the total volume (v) of oil ma. a na 100 %, 0 n 100 n a na c 7. Unit eight: (a) Bulk unit eight ( t ) or Total unit eight: Defined a the total eight of a oil ma () per unit of total volume (v) t or t v v v v W = eight of oil ma a 28-B/7, Jia Sarai, Near IIT, Hauz Kha, Ne Delhi Ph engineerintitute.com
9 = total volume of oil ma It S.I unit i KN / m 3 (b) Dry unit eight ( d ): Defined a the eight of olid ( ) per unit of total volume (v). d v (c) Saturated unit eight ( at ): Defined a the total eight of a fully aturated oil ample ( at ) per unit of total volume (v) at at (d) Submerged unit eight ( ' ): ' at here, = unit eight of ater. The reduction in unit eight occur due to action of buoyant force on the oil olid. The ubmerged unit eight i roughly one half of the aturated unit eight i.e. 1 ' 2 at 8. Specific gravity (G or G): Specific gravity of olid may be defined a the ratio of unit eight of olid ( ) to that of ater ( ). G At 4C, = 1 g/cc. or 9.81 kn/m Apparent or Ma pecific gravity (G m ): It i defined a the ratio of the bulk unit eight of the oil ( t ) to the unit eight of ater ( ). G m t alue of G : Soil Type Specific Gravity 28-B/7, Jia Sarai, Near IIT, Hauz Kha, Ne Delhi Ph engineerintitute.com
10 Clean and and gravel Silt and Silty and Inorganic clay Soil having higher percentage of mica, iron The value of pecific gravity for mot of the oil lie beteen Coare-grained oil exhibit loer value. The preence of organic matter lead to very lo value. The pecific gravity of organic oil i beteen. Soil ith high quantity of iron or mica exhibit higher value. Some important relationhip: All notation have their tandard meaning (a already explained) 1. Relation beteen, and W: W W 1 W Weight of olid W Total eight of oil ater content Weight of olid i the ratio of total eight of oil to the (1+ ater content). 2. Relation beteen e and n : e n n & e 1 e 1 n n = poroity e = void ratio 3. Relation beteen e, W, G and S: 28-B/7, Jia Sarai, Near IIT, Hauz Kha, Ne Delhi Ph engineerintitute.com
11 es G GATE, IES & PSU ( ) e = void ratio. = Weight of ater. S = Degree of aturation. G = Specific Gravity 4. Relation beteen t, G, e, and S G Se t 1 e (1) t bulk unit eight of oil. unit eight of ater. 5. Relation beteen at, G, e, and : G e at 1 e at Saturated unit eight unit eight of ater. ( S 1) Obtained by putting value of S = 1 in above relationhip (4). 6. Relation beteen d, G, e and : (Dry oil) d G 1 e If S = 0 Obtained by putting value of S = 0 in relationhip (5). 7. Relation beteen, G, e and : (Submerged oil) ()D e g 18 2 () d 8. Relation beteen t, d and : d t 1 28-B/7, Jia Sarai, Near IIT, Hauz Kha, Ne Delhi Ph engineerintitute.com
12 9. Relation beteen d, G,, and n a : G Thi expree the relationhip beteen dry unit eight and the percentage air void. Thi i ueful in the tudy of compaction behavior in oil. When n a = 0, i.e. hen the oil become fully aturated at a given ater content, d i given by: G d 1 G METHODS OF WATER CONTENT DETERMINATION: 1. Oven-drying method: Commonly adopted and the implet method ued in laboratory. Sample are dried for 24 hour in the oven at temperature C. 2 3 Water content, 100 % 3 1 W 1 = eight of container W 2 = eight of container ith moit ample. W 3 = eight of container ith dried ample. Weight of ater, W = 2 3 Weight of olid W = Pycnometer method Quick laboratory method. 28-B/7, Jia Sarai, Near IIT, Hauz Kha, Ne Delhi Ph engineerintitute.com
13 Suitable for coheionle oil. GATE, IES & PSU ( ) Pycnometer: Gla bottle ith conical top-900ml. capacity; W 1 = eight of empty pycnometer. W 2 = eight of pycnometer + oil W 3 = eight of pycnometer + oil + ater W 4 = eight of pycnometer + ater W = eight of oil olid. Water content, W W i Weight of ater, W W W W... ii 2 1 Weight of olid (W ) can be found by removing olid from W 3 and replacing it by eight of an equivalent volume of ater, hence the eight W 4 ill be: W W W3 W W4 and G G G iii G 1 Putting value of (ii) and (iii) in equation (i), ater content ill be W W G 1 W3 W4 G 2 1 W % Note: In thi method G hould be already knon. 28-B/7, Jia Sarai, Near IIT, Hauz Kha, Ne Delhi Ph engineerintitute.com
14 3. Sand Bath method: GATE, IES & PSU ( ) Quick and field method. Wet oil ample i placed in container and dried by placing it on a and bath. Water content i determined by uing equation a ued in oven-drying method. Uniform heat i provided to oil ma in thi method. 4. Rapid moiture Meter method: Portable equipment. Calcium carbide (CaC 2 ) i ued a reagent. It react ith moiture of oil ample and produce acetylene ga (C 2 H 2 ) CaC 2H O C H Ca OH Intrument i calibrated to meaure the preure due to C 2 H 2 a the percentage of moiture in the ample. May not give actual value. 5. Torion Balance moiture meter method: Thi method i good for oil hich quickly reaborb moiture from atmophere. In thi method eighing and drying i done imultaneouly. Laboratory method. Infrared radiation i ued for drying the ample. DETERMINATION OF SPECIFIC GRAITY OF SOIL SOLIDS: Determined by uing pycnometer. 28-B/7, Jia Sarai, Near IIT, Hauz Kha, Ne Delhi Ph engineerintitute.com
15 W 1 = eight of empty pycnometer. W 2 = eight of pycnometer + oil (oven dried) W 3 = eight of pycnometer + oil olid + ater W 4 = eight of pycnometer + ater Weight of dry oil W = (W 2 W 1 ) Weight of ater having the ame volume a that of olid, W. = (W 4 W 1 ) (W 3 W 2 ) = (W 2 W 1 ) (W 3 W 4 ) Specific gravity, G Specific gravity value are reported at 27C (In India) If Tc i the tet temperature, then Specific gravity at 27C i given by: G A e kno that doe not very ith change in temperature, o can be aumed cont for all the temperature. There fore G cont. G or TºC TºC cont. G or 27ºC 27ºC cont. 28-B/7, Jia Sarai, Near IIT, Hauz Kha, Ne Delhi Ph engineerintitute.com
16 Hence G TºC GATE, IES & PSU ( ) G 27ºC 27ºC TºC DETERMINATION OF IN SITU WEIGHT: 1. Core cutter Method: It cannot be ued in cae of hard and gravelly oil. A core-cutter (ith 25 mm high dolly at top) of knon volume (1000 cc) i driven into oil uing a hammer. The cutter filled ith oil i eighed and volume of cutter i calculated from the dimenion of cutter and thu In itu unit eight i determined by dividing oil eight by volume of cutter. Dry unit eight, d t 1 W W 2. Sand replacement method: Ued in hard and gravelly oil. A hole i made into the ground and the excavated oil i eighed. The volume of hole i determined by replacing ith and (aeno and). Thu, In itu unit eight i calculated by dividing eight of excavated oil to the volume of the hole. 3. Water diplacement method: Suitable for coheive oil only. Suitable for oil from hich lump can be taken out. Sample i brought to a regular hape (eight W 1 ) and coated ith a thin layer of paraffin ax and again eighed (let W 2 ). No, the coated ample i placed into a metal container filled ith ater up to the brim. The diplaced ater ( ) i meaured. Hence the volume of uncoated oil pecimen i given by 28-B/7, Jia Sarai, Near IIT, Hauz Kha, Ne Delhi Ph engineerintitute.com
17 W2 W1 pa pa = unit eight of paraffin ax. W1 Hence, bulk unit eight of oil, t Dry unit eight of oil, 1 t d n To Buy Potal Correpondenece Package call at B/7, Jia Sarai, Near IIT, Hauz Kha, Ne Delhi Ph engineerintitute.com
BASICS OF SOIL MECHANICS
BASICS OF SOIL MECHANICS Lecture Outline Topic for dicuion 1. Origin of Soil 2. Three Phae Diagram 3. Important Term 4. Phae Relationhip 5. Atterberg limit Origin of Soil Soil are formed by eathering of
More informationModeling Available Soil Moisture Application Note
Modeling Availale Soil Moiture Application Note Gaylon Campell, Ph.D METER Group, Inc. (Formerly Decagon Device, Inc.) Pullman, WA Both the amount and the availaility of water in oil i important to plant
More informationLecture #1. Introduction into unsaturated zone (UZ) hydrology. Interdependency of terrestrial water resources
Lecture #1. Introduction into unaturated zone (UZ) hydrology 1.1. Migration procee imulation in UZ The earth layer that contain three phae of matter (olid, liquid and ga) ha been termed the unaturated
More informationScaling of supersaturation by a simple test
Permafrot, Phillip, pringman & Arenon (ed) 2003 et & Zeitlinger, Lie, IBN 90 5809 582 7 caling of uperaturation by a imple tet M. Dyli oil Mechanic Laboratory of the i Federal Intitute of Technology, Lauanne,
More informationIntroduction to Geotechnical Engineering, 2e Das/Sivakugan Chapter 2 Grain-Size Analysis Cengage Learning Engineering. All Rights Reserved.
Chapter 2 Grain-Size Analysis 1 Learning Objectives and Outline To learn the size ranges for gravels, sands, and fines To understand how soils are formed To be able to develop the grain-size distribution
More informationIntroduction to Geotechnical Engineering 2nd Edition Das SOLUTIONS MANUAL
Introduction to Geotechnical Engineering 2nd Edition Das SOLUTIONS MANUAL Full clear download at: https://testbankreal.com/download/introduction-geotechnicalengineering-2nd-edition-das-solutions-manual/
More informationTable 2 : Tabular entry for Specific Gravity Test on Soil
c) Why pycnometer has a conical top with a opening? The purpose of conical top is to reduce the cross section gradually to a minimum such that any difference in level of water in different stages should
More information3/7/ Basic Types of Rocks. A Brief Review of Physics
A Brief Review of Physics Energy is the capacity to do work. Work is equal to the product of the net force applied to a fluid and the distance through which the force moves: W = F l W is work [M 2 T -2
More informationGeotechnical Investigation of Collapsed Margalla Tower due to October 2005 Muzzafarabad Earthquake
Geotechnical Invetigation of Collaped Margalla Tower due to October 2005 Muzzafarabad Earthquake Shama Shoukat Ali 1 Dr. K Mahmood 2 Dr. Ahraf Tanoli 3 Dr. Muhammad Atiq Tariq 4 1 Department of Civil Engineering,
More informationGEOTECHNICAL CHARACTERIZATION OF MINE WASTE MATERIALS (ZINC/LEAD MINE) FROM RAJPURA DARIBA MINE, UDAIPUR ABSTRACT
GEOTECHNICAL CHARACTERIZATION OF MINE WASTE MATERIALS (ZINC/LEAD MINE) FROM RAJPURA DARIBA MINE, UDAIPUR Noor Shahid 1, Singh Amardeep 2, Chitra R 3. & Gupta M 4. 1 Corresponding Author and Scientist C,
More informationAn Experimental Investigation on Mechanical and Durability Properties of High Strength Fiber Reinforced Concrete
International Journal of cientific reearch and management (IJSRM) Volume 3 Iue 12 Page 3791-3797 2015 Webite: www.ijrm.in ISSN (e): 2321-3418 An Experimental Invetigation on Mechanical and Durability Propertie
More informationV. Subramani #1, S.Sridevi *2 PG student, Department of Civil Engineering
Soil Stabilization using Nano Materials V. Subramani #1, S.Sridevi *2 PG student, Department of Civil Engineering Abstract -- The main aim of the study is to investigate the effect of addition of different
More informationModeling Liquid Phase Sintering of Hard metal powder compacts
ing Liquid Phae Sintering of Hard metal powder compact Shama Shamaundar *, Maheha Siddegowda*, Pavanachand Chigurupati**, Rengarajan Raghavan***, Rameh Rao. S. *** * ProSIM AFTC # 326, 8th Main, III Stage,
More information9/9/ Basic Types of Rocks. Porosity of Earth Materials
3 Basic Types of Rocks Porosity of Earth Materials Igneous rocks: crystalline solids which form directly from the cooling of magma. Example: granite. Sedimentary rocks: formed from material deposited as
More informationApplication of the standard porosimetry method for nanomaterials. Y.M. Volfkovich and A.V. Sakars*
292 Int. J. Nanotechnology, Vol. 2, No. 3, 2005 Application of the tandard poroimetry method for nanomaterial Y.M. Volfkovich and A.V. Sakar* Porotech Ltd., 100 Cater Avenue, Vaughan, L4L 5Y9 Ontario,
More informationULTRASENSITIVE MAGNETOMETERS BASED ON ROTATIONAL MAGNETIC EXCITATION. Evangelos Hristoforou 1, Peter Svec Sr. 2
ULTRASENSITIVE MAGNETOMETERS BASED ON ROTATIONAL MAGNETIC EXCITATION Evangelo Hritoforou, Peter Svec Sr. National TU of Athen, Greece, Slovak Academy of Science, Bratilava Received 7 April 04; accepted
More informationThi_ Qar University College of Engineering/Civil Engineering Department. Highway Lectures. Fourth Class. Part #2: - Subgrade Soil
Thi_ Qar University College of Engineering/Civil Engineering Department Highway Lectures Fourth Class Part #2: - Subgrade Soil Lecture #2 Soil Classification DAS, Chapter 4, Engineering Classification
More informationGATE 2009 Civil Engineering Question Paper. GATE 2009 Civil Engineering Question Paper Q. No Carry One Mark Each
GATE 009 Civil Engineering Quetion Paper GATE CIVIL ENGINEERING 009 (CE) GATE 009 Civil Engineering Quetion Paper Q. No. 1 0 Carry One Mark Each 1. A quare matrix B i kew ymmetric if (A) B T = B (B) B
More informationEutectic Gallium-Indium (EGaIn): A Liquid Metal Alloy for the Formation of Stable Structures in Microchannels at Room Temperature
Advanced Functional Material Supporting Information for: Eutectic Gallium-Indium (EGaIn): A Liquid Metal Alloy for the Formation of Stable Structure in Microchannel at Room Temperature Michael D. Dickey,
More informationCode No: RR Set No. 1
Code No: RR320101 Set No. 1 III B.Tech Supplimentary Examinations, Aug/Sep 2008 GEOTECHNICAL ENGINEERING (Civil Engineering) Time: 3 hours Max Marks: 80 Answer any FIVE Questions All Questions carry equal
More informationANJUMAN COLLEGE OF ENGINEERING & TECHNOLOGY MANGALWARI BAZAAR ROAD, SADAR, NAGPUR DEPARTMENT OF CIVIL ENGINEERING.
Tutorial Sheet 1 (UNIT 1) 1. Introduction: Formation of soil, residual & transported soil, major deposits found in India, soils generally used in practice such as sand, gravel, organic soil, clay, Betonites,
More informationChallenges of Developing ISO Sampling Standards
Challenge of Developing ISO Sampling Standard Ralph Holme CSIRO Mineral Down Under Flaghip Chair ISO/TC 10/SC 1 Sampling Iron Ore Chair ISO/TC 7/SC 4 Sampling Coal and Coke Convenor ISO/TC 183/WG 9 Sampling
More informationEffect of Rise Husk Ash and Cement Mixtures on Unconfined Compressive Strength of Cohesive Soil
Indian Journal of Science and Technology, Vol 9(44), DOI: 10.17485/ijst/2016/v9i44/105261, November 2016 ISSN (Print) : 0974-6846 ISSN (Online) : 0974-5645 Effect of Rise Husk Ash and Cement Mixtures on
More informationPavement materials: Soil
Pavement materials: Soil Lecture Notes in Transportation Systems Engineering Prof. Tom V. Mathew Contents 1 Overview 1 2 Sub grade soil 2 2.1 Desirable properties................................ 2 2.2
More informationA PRACTICAL STUDY ON RELIABLE CONCRETE PRODUCTION SYSTEM USING IMMERSION BATCHING OF FINE AGGREGATE
A PRACTICAL STUDY ON RELIABLE CONCRETE PRODUCTION SYSTEM USING IMMERSION BATCHING OF FINE AGGREGATE (Tranlati rom Proceeding o JSCE,No.697/V-4,February ) Ryuichi CHIKAMATSU Shigeyuki SOGO The ctrol o ccrete
More informationCONTRACT 5E-2 APPENDIX A - TEST HOLE LOGS DYREGROV ROBINSON INC. PORTAGE AVE WINSTON DR BOURKEVALE CAVELL PARKSIDE DR ASSINIBOINE AVE
APPENDIX A - TEST HOLE LOGS PORTAGE AVE TH -9 CONTRACT E- DR DR BOURKEVALE CAVELL WINSTON DR PARKSIDE DR ASSINIBOINE AVE AUTHORIZED BY: DATE: CONSULTING GEOTECHNICAL ENGINEERS AUTHORIZED /0/ CLIENT DRAWING
More informationThe research of simplified method of calculating wind and rain loads and its validation
The reearch of implified method of calculating wind and rain load and it validation Xing FU 1) and Hong-Nan LI 2) 1), 2) Faculty of Infratructure Engineering, Dalian Univerity of Technology, Dalian 116024,
More informationModeling Suspended Sediments in Dez Basin (Case Study: The Tale Zang Hydrometric Station)
International Reearch Journal of Applied and Baic Science. Vol., 3 (2), 402-407, 2012 Available online at http://www.irjab.com ISSN 2251-838X 2012 Modeling Supended Sediment in Dez Bain (Cae Study: The
More informationLand-Surface Models, Page 1
Land-Surface Model Introduction A land-urface model mut be able to accurately depict the interaction of the atmophere with the underlying urface land a well a the interaction of the ub-urface, or ubtrate,
More information3.4 BUTT FUSION WELDING
3.4 BUTT FUSION 3.4.1 INTRODUCTION The butt welding proce conit of the joining of two component (pipe and/or fitting) of equal diameter and thickne in which the urface to be welded are heated until melting
More informationExperimental Study on Soil Stabilization using Admixtures
IJIRST International Journal for Innovative Research in Science & Technology Volume 2 Issue 12 May 2016 ISSN (online): 2349-6010 Experimental Study on Soil Stabilization using Admixtures Chethan Marol
More informationCOURSE TITLE : GEOTECHNICAL ENGINEERING COURSE CODE : 5013 COURSE CATEGORY : A PERIODS/WEEK : 3 PERIODS/SEMESTER: 39 CREDITS : 2
COURSE TITLE : GEOTECHNICAL ENGINEERING COURSE CODE : 5013 COURSE CATEGORY : A PERIODS/WEEK : 3 PERIODS/SEMESTER: 39 CREDITS : 2 TIME SCHEDULE Module Topics Period 1 Properties of soil 10 2 Permeability
More informationIII. BASIC THEORY. occurring material composed primarily of fine-grained minerals, which is generally
III. BASIC THEORY Clay Guggenheim and Martin (1995) defined the term "clay" refers to a naturally occurring material composed primarily of fine-grained minerals, which is generally plastic at appropriate
More informationKIN-TEK. The Calibration Specialists
KIN-TEK The Calibration Specialit 491M Ga Standard Generator Modular Sytem Thi modular ytem i for multipoint, multicomponent calibration of mot type of ga analyzer uch a GC, GC-MS, FTIR & Ion Mobility
More informationImprovement Of Plasticity And Cbr Characteristics Of Gravelly Soils Using Rice Husk Ash-An Agricultural Industrial Waste
International Journal of Environmental Research and Development. ISSN 2249-3131 Volume 6, Number 1 (216), pp. 33-44 Research India Publications http://www.ripublication.com Improvement Of Plasticity And
More informationMODELLING OF AEROBIC REACTORS FOR LANDFILL METHANE OXIDATION.
Proceeding of the 13 th International Conference on Environmental Science and Technology Athen, Greece, 5-7 September 13 MODELLING OF AEROBIC REACTORS FOR LANDFILL METHANE OXIDATION. I.M. MANCINI, S. MASI,
More informationOn-site Systems and Groundwater Washington State Department of Health February 6, 2014
On-site Systems and Groundwater Washington State Department of Health February 6, 2014 1 Nancy Darling, LHG, CPSS Office of Shellfish and Water Protection Key Groundwater Considerations Type and strength
More informationBachelor End Project: Characterization of the constitutive behavior of polymer foams
Bachelor End Project: Characterization of the contitutive behavior of polymer foam R. van Eijden MT 05.27 Coach: Dr. ir. J.A.W. van Dommelen Eindhoven, April 21t 2005 Content Content Abtract Lit of ymbol
More informationBulk Density Protocol
Bulk Density Protocol Purpose To measure the soil bulk density of each horizon in your soil profile. Overview Students obtain a soil sample in the field using a container with a measured volume. The soil
More informationFINITE ELEMENT INVESTIGATION ON THE INTERACTION BETWEEN SHALLOW AND DEEP EXCAVATED TWIN TUNNELS
VOL. 13, NO. 1, JANUARY 18 ISSN 1819-668 6-18 Aian Reearch Publihing Network (ARPN). All right reerved. FINITE ELEMENT INVESTIGATION ON THE INTERACTION BETWEEN SHALLOW AND DEEP EXCAVATED TWIN TUNNELS Adel
More informationSchedule of Accreditation Issued by United Kingdom Accreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK
Issued by 2 Pine Trees, Chertsey Lane, taines-upon-thames, TW18 3HR, UK Materials Testing Division Contact: Ben Roper Northdown House Tel: +44 (0)1622 858545 Ashford Road Fax: +44 (0)1622 858544 Harrietsham
More informationRoad Aggregates Characterization
AF2903 Highway Construction and Maintenance Royal Institute of Technology, tockholm Road Aggregates Characterization Tatek Fekadu Yideti PhD tudent in Highway and Railway Engineering Department of Transportation
More informationAppendix A - Vicinity Map Vicinity Map: Palm Beach Gardens City Hall Additions, 000 N Military Trail, Palm Beach Gardens, FL Proposed Location of Police Dept. Attached Addition Proposed Location of New
More informationFE Review-Geotechnical 1. An undisturbed sample of clay has a wet mass of 100 kg. a dry mass of 93 kg, and a total volume of m'\ The solids
1. An undisturbed sample of clay has a wet mass of 100 kg. a dry mass of 93 kg, and a total volume of 0.0491 m'\ The solids have a specific gravity of 2.65. The void ratio is most nearly (A) 0.31 (B) 0.40
More informationIndicative simplified baseline and monitoring methodologies for selected small-scale CDM project activity categories
III.AU./Verion 01 TYPE III - OTHER PROJECT ACTIVITIES Project participant hall apply the general guideline to SSC CDM methodologie, information on additionality (attachment A to Appendix B) and general
More informationCHAPTER 12 METHANE References
CHAPTER 1 METHANE 1.1. OVERVIEW AND ADDITIONAL PROPERTIES OF METHANE... 1.. THE RETENTION AND RELEASE OF METHANE IN COAL...3 1..1. Ga retention in coal... 3 1... The releae of methane from coal... 7 1...1.
More informationModal Response of Hydraulic Turbine Runners
1 (9) Modal Repone o Hydraulic Turbine Runner Q.W. LIANG Center o Indutrial Diagnotic and Fluid Dynamic (CDIF), Technical Univerity o Catalonia, Barcelona, Spain, quanwei@m.upc.edu C. G. RODRIGUEZ Center
More informationKeywords: ILSS, Flexural Strength, Hybrid Polymer Composite, Curing, Epoxy Resin 5052, Vacuum Bagging.
American International Journal Reearch in Science, Technology, Engineering & Mathematic Available online at http://www.iair.net ISSN (Print): 2328-3491, ISSN (Online): 2328-3580, ISSN (CD-ROM): 2328-3629
More information7. The diagram below represents cross sections of equal-size beakers A, B, and C filled with beads.
Base your answers to questions 1 and 2 on the diagram below and on your knowledge of Earth science. The diagram represents four tubes, labeled A, B, C, and D, each containing 150 ml of sediments. Tubes
More informationGEO TECHNICAL INVESTIGATION REPORT (1449-R2-NALANDA UNIVERSITY)
GEO TECHNICAL INVESTIGATION REPORT (1449-R2-NALANDA UNIVERSITY) AT THE SITE FOR PROPOSED SITE FOR NEW CAMPUS OF NALANDA UNIVERSITY, RAJGIR, DISTT. NALANDA, FOR UNIVERSITY ENGINEER NALANDA UNIVERSITY, COUNCIL
More informationEnhanced Biofilter Treatment of Urban Stormwater by Optimizing the Hydraulic Residence Time in the Media
Enhanced Biofilter Treatment of Urban Stormwater by Optimizing the Hydraulic Reidence Time in the Media Redahegn Silehi 1, Robert Pitt 2 and Shirley Clark 3 1 Graduate tudent, Dept. of Civil, Contruction,
More informationAll tests from the new Cells 3 and 4 passed the licence requirements. Please provide approval to begin using the new Cell 3 and Cell 4.
Dey, Asit (SD) From: Sent: To: Cc: Subject: Attachments: Brett McCormac August-21-18 11:24 AM Dey, Asit (SD) 'RM of Pipestone'; Genaille, Dee (MR) RM of Pipestone - Reston Lagoon 18-08-17
More informationSoil Relationships and Classification
15 Soil Relationships and Classification Thomas F. Wolff Michigan State University 15.1 Soil Classification Grain-Size Characteristics of Soils Atterberg Limits and Plasticity The Unified Soil Classification
More informationCE 240 Soil Mechanics & Foundations Lecture 1.3. Soil Particles (Das, Ch. 2)
CE 240 Soil Mechanics & Foundations Lecture 1.3 Soil Particles (Das, Ch. 2) Outline of this Lecture 1.Engineering consideration of soil particles 2.Sieve test 3.Hydrometer test 4.Particle distribution
More informationCompressibility of Soil. Chapter 11
Compressibility of Soil Chapter 11 TOPICS INTRODUCTION ELASTIC SETTLEMENT Stress distribution in soil masses CONSOLIDATION SETTLEMENT Fundamentals of consolidation Calculation of 1-D Consolidation Settlement
More informationEquilibrium Sediment Transport and Evolution Trend Simulation of the Lower Yellow River
Senor & Tranducer, Vol. 21, Special Iue, May 213, pp. 135-141 Senor & Tranducer 213 by IFSA http://www.enorportal.com Equilibrium Sediment Tranport and Evolution Trend Simulation of the Lower Yellow River
More informationThe Use of Swimmer Bars as Shear Reinforcement in Reinforced Concrete Beam
American Journal of Engineering and Applied Science, 6 (1): 87-94, 2013 ISSN: 1941-7020 2014 M. Al-Nara et al., Thi open acce article i ditributed under a Creative Common Attribution (CC-BY) 3.0 licene
More informationComputer Analysis of In-plane Behavior of Masonry Walls Strengthened by FRP Strips
, 22-24 October, 2014, San Francico, USA Computer Analyi of In-plane Behavior of Maonry Wall Strengthened by FRP Strip J. Szolomicki Abtract The paper concern the trengthening uing FRP compoite of maonry
More informationTypical set up for Plate Load test assembly
Major disadvantages of field tests are Laborious Time consuming Heavy equipment to be carried to field Short duration behavior Plate Load Test Sand Bags Platform for loading Dial Gauge Testing Plate Foundation
More informationStandard Testing & Engineering, LLC
Standard Testing & Engineering, LLC dba Standard Testing & Engineering Company in Oklahoma City, Oklahoma, USA has demonstrated proficiency for the testing of construction materials and has conformed to
More informationChapter 11 Compressibility of Soil
Page 11 1 Chapter 11 Compressibility of Soil 1. The compression of soil layers as a result of foundation or other loadings is caused by (a) deformation of soil particles. (b) relocation of soil particles.
More informationINFLUENCE OF MATERIAL PROPERTIES AND VERTICAL PRE-COMPRESSION ON THE SHEAR BEHAVIOUR OF MORTAR JOINTS. Miklós Molnár 1
INFLUENCE OF MATERIAL PROPERTIES AND VERTICAL PRE-COMPRESSION ON THE SHEAR BEHAVIOUR OF MORTAR JOINTS ABSTRACT Mikló Molnár 1 The influence of mortar type on the hear behaviour of bed joint ubjected to
More informationStabilization of Subgrade with Waste Plastic as Stabilizer in Flexible Pavements
Stabilization of Subgrade with Waste Plastic as Stabilizer in Flexible Pavements S.Sameer 1, K.Giridhar 2, Y.Murali Krishna 3 P.G Student, Visvodaya Engineering College, Kavali, India 1 Assistant Professor,
More information3- Highway Materials Aggregates
3- Highway Materials Aggregates Highway Materials/ Aggregates Aggregates are granular mineral particles that are widely used for highway bases, subbases, and backfill. Aggregate are also used in combination
More informationSoil depth estimation and its spatial (and temporal) distribution
Curitiba, 4 8th May, 2015 3rd Brazilian Soil Phyic Meeting (BSPM) Round Table 2: Modeling patial and temporal variability of oil phyical attribute Soil depth etimation and it patial (and temporal) ditribution
More informationChao Si, 1,2 Xiao-Dong Wang, 1,2 Wei-Mon Yan, 3 and Tian-Hu Wang Introduction
Journal of Chemitry Volume 215, Article ID 876821, 17 page http://dx.doi.org/1155/215/876821 Review Article A Comprehenive Review on Meaurement and Correlation Development of Capillary Preure for Two-Phae
More informationEffect Of Calcium Salts On The Compaction Behavior Of Non Expansive Soil In The Presence Of Bagasse Ash And Lime
American Journal of Engineering Research (AJER) e-issn: 2320-0847 p-issn : 2320-0936 Volume-7, Issue-8, pp-146-151 www.ajer.org Research Paper Open Access Effect Of Calcium Salts On The Compaction Behavior
More informationHabitat Evaluation Procedures. Habitat Evaluation Procedures. Habitat Evaluation Procedures. Habitat Evaluation Procedures
969-976 an enlightened Congre pae conervation legilation Affecting management of fih & ldlife reource NEPA (National Environmental Policy Act ESA Foret & Rangeland Renewable Reource Planning Act Federal
More informationFeasibility of Soil Stabilization using Rice Husk Ash and Coir Fibre
Feasibility of Soil Stabilization using Rice Husk Ash and Coir Fibre Abarajithan. G, Rishab Kumar. P, Srikanth. R Bachelor of Engineering Students, Department of Civil Engineering Misrimal Navajee Munoth
More informationGUJARAT TECHNOLOGICAL UNIVERSITY, AHMEDABAD, GUJARAT. COURSE CURRICULUM COURSE TITLE: SOIL MECHANICS (Code: )
GUJARAT TECHNOLOGICAL UNIVERSITY, AHMEDABAD, GUJARAT COURSE CURRICULUM COURSE TITLE: SOIL MECHANICS (Code: 3340605) Diploma Programme in which this course is offered Semester in which offered Civil Engineering,
More informationSchedule of Accreditation Issued by United Kingdom Accreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK
chedule of Accreditation Issued by United Kingdom Accreditation ervice 2 Pine Trees, Chertsey Lane, taines-upon-thames, TW18 3HR, UK (A Division of CET tructures Limited) IO/IEC 17025:2005 Issue No: 064
More informationAn Experimental Study on Interfacial Properties of Rock Flour and Design of Reinforced Soil Bed
An Experimental Study on Interfacial Properties of and Design of Reinforced Soil Bed C Ravi Kumar Reddy 1, G Anugna Sai 2, V Ratna Priya 3, C H Hema Venkata Sekhar 4 1 Professor, Civil Engineering Department,
More informationV Compaction Section 1.6 Craig
V Compaction Section 1.6 Craig 1 Outline 1. Compaction 2. Theory of Compaction 3. Properties and Structure of Compacted Fine-Grained Soils 4. Suggested Homework 5. References 2 2.1 Compaction and Objectives
More informationDEPARTMENT OF CIVIL ENGINEERING Geotechnical Engineering Lab LAB MANUAL- 10CVL67
APPROVED BY AICTE NEW DELHI, AFFILIATED TO VTU BELGAUM DEPARTMENT OF CIVIL ENGINEERING Geotechnical Engineering Lab LAB MANUAL- 10CVL67 2016-2017 Prepared by: Reviewed by: Approved by: Kalyani Dongarkar
More informationInvestigation of the pseudoelastic behaviour in two commercial NiTi alloys: experiments and modelling
Proc. Etonian Acad. Sci. Phy. ath., 2007, 56, 2, 197 206 Invetigation of the peudoelatic behaviour in two commercial NiTi alloy: experiment and modelling Caper van der Eijk a, Jim Stian Olen b, and Zhiliang
More informationBrooks/Cole Thomson LearningiM. Fundamentals of Geotechnical Engineering. Braja M. Das. California State University, Sacramento
Fundamentals of Geotechnical Engineering Braja M. Das California State University, Sacramento Brooks/Cole Thomson LearningiM Australia Canada Mexico Singapore Spain United Kingdom United States CHAPTER
More informationFLUSHING SEDIMENT THROUGH RESERVOIRS *
Iranian Journal of Science & Technology, Tranaction B, Vol. 8, No. B1 Printed in Ilamic Republic of Iran, 004 Shiraz Univerity FLUSHING SEDIMENT THROUGH RESERVOIRS * N. TALEBBEYDOKHTI ** AND A. NAGHSHINEH
More informationSOIL MECHANICS I ( SEMESTER - 5 )
SOIL MECHANICS I ( SEMESTER - 5 ) CS/B.TECH (CE)/SEM-5/CE-501/07/(08) 1. Signature of Invigilator 2. Signature of the Officer-in-Charge Reg. No. Roll No. of the Candidate CS/B.TECH (CE)/SEM-5/CE-501/07/(08)
More informationFuel effects on properties of alumina nanoparticles synthesized by combustion technique
Indian Journal of Pure & Applied Phyic Vol. 54, June 2016, pp. 406-410 Fuel effect on propertie of alumina nanoparticle yntheized by combution technique M Fazli a *, M J Tafrehi b, F Butan Afruz b & A
More informationEXPERIMENTAL STUDY ON STABILIZATION OF BLACK COTTON SOIL BY USING LIME AND BRICK DUST
EXPERIMENTAL STUDY ON STABILIZATION OF BLACK COTTON SOIL BY USING LIME AND BRICK DUST Ramya 1, Monisha 2, Yashwanth 3, Nagabhushan 4, Girish 5 1Assistant Professor, Civil Engg. Department, CIT. Gubbi,
More informationThis annex is valid from: to Replaces annex dated: Location(s) where activities are performed under accreditation
This annex is valid from: 16-08-2017 to 01-08-2020 Replaces annex dated: 23-05-2016 Vlamoven 41 6826 TM Arnhem The Netherlands Location(s) where activities are performed under accreditation Head Office
More informationChapter -3 INDEX PROPERTIES
Chapter -3 INDEX PROPERTIES Chapter - 3 INDEX PROPERTIES 3.1 Introduction A proper evaluation regarding the suitability of soil for its use as foundation or construction material invariably requires information
More informationINSTITUTE OF AERONAUTICAL ENGINEERING (Autonomous) Dundigal, Hyderabad CIVIL ENGINEERING
INSTITUTE OF AERONAUTICAL ENGINEERING (Autonomous) Dundigal, Hyderabad -00 03 CIVIL ENGINEERING QUESTION BANK Course Name : GROUND IMPROVEMENT TECHNIQUES Course Code : A012 Class : III B. Tech IISemester
More informationUsing TDR Technology for Earthwork Compaction Quality Control
Using TDR Technology for Earthork Compaction Quality Control Presentation to the California Geotechnical Engineers Association January 15, Orange County, CA January 22, Sacramento, CA Presented by Gary
More informationModeling and Simulation of A Laser Deposition Process
Modeling and Simulation of A Laer Depoition Proce rank Liou*, Zhiqiang an*, Heng Pan*, Kevin Slattery**, Mary Kinella+, Joeph Newkirk*, and Hin-Nan Chou** *Univerity of Miouri Rolla, Rolla, MO, 65409 **
More informationLaboratory Performance of RBI 81 Stabilized Soil for Pavements
International Journal of Civil Engineering Research. ISSN 2278-3652 Volume 5, Number 2 (2014), pp. 105-110 Research India Publications http://www.ripublication.com/ijcer.htm Laboratory Performance of RBI
More informationFollowing are key codes & standards to remember for Civil Estimators to prepare the tender/bid proposal in correct manner.
CODES & STANDARDS FOR ON-SITE TESTING LABORATORY Following are key codes & standards to remember for Civil Estimators to prepare the tender/bid proposal in correct manner. Codes & Standards are published
More informationClassification of Soils
Classification of Soils Soils - What are they? Particulate materials - Sedimentary origins (usually) - Residual Wide range of particle sizes - larger particles: quartz, feldspar - very small particles:
More informationMinimization of exergy losses in combustion processes with an illustration of a membrane combustion
Minimization of exergy loe in combution procee with an illutration of a membrane combution Markku J. Lampinen*, Ralf Wikten, Arto Sarvi, Kari Saari and Marjut Penttinen Aalto Univerity, Department of Energy
More informationFHWA-Western Federal Lands Highway Division
in Vancouver, Washington, USA has demonstrated proficiency for the testing of construction materials and has conformed to the requirements established in AASHTO R 18 and the AASHTO Accreditation policies
More informationReactions & Processes Influenced by Soil Wetness. Topics for Consideration. Reactions and Processes Influenced by Soil Wetness
Reactions & Processes Influenced by Soil Wetness Topics for Consideration A. Organic matter (OM) accumulation B. Some reduction effects induced by soil saturation C. Redoximorphic features D. Calcium carbonate
More informationThe Permeability Influence of Dune Sand Mixed with Bentonite
The Permeability Influence of Dune Sand Mixed with Bentonite Dr. Jagdish Prasad 1, Dr. D.G.M. Purohit 2 1Assistant Director, Directorate of Technical Education, Jodhpur, Rajasthan, India 2Professor, Department
More informationGravel Road Building Myth versus Science
Local Government Supervisors Association of Western Australia Gravel Road Building Myth versus Science Brendan Scott Brendan Lecturer in Geotechnical Engineering, School of Civil, Environmental and Mining
More informationAtterberg limits Clay A Clay B. Liquid limit 44 % 55% Plastic limit 29% 35% Natural water content 30% 50%
CE 6405 SOIL MECHANICS UNIT I INTRODUCTION Part A 1. Distinguish between Residual and Transported soil. 2. Give the relation between γ sat, G, γ w and e 3. A compacted sample of soil with a bulk unit weight
More informationTypical Albedo ALBEDO 1/14/13. Albedo. Disposition of Solar Radiation at Earth s Surface
Introduction to Climatology GEOGAPHY 300 Dipoition of Solar adiation at Earth Surface Tom Giambelluca Univerity of Hawai i at Mānoa eflection: Albedo i a key property of urface controlling the urface energy
More informationDescribe/characterize some Microclimate & Soil parameters
Objectives/Goals Describe/characterize some Microclimate & Soil parameters Assess microclimate and soils at 4 sites Quantitatively - using basic methods Qualitatively visually Compare soils at 4 sites
More informationA Study on Flood Hazard Mitigation of Guwahati City
A Study on Flood Hazard Mitigation of Guwahati City 1 2 3 P. J. Barman, B. Sarma and A. K. Sarma 1 & 3 2 Department of Civil Engineering, Centre for Environment, Indian Intitute of Technology Guwahati,
More informationInternational Journal of Scientific & Engineering Research, Volume 5, Issue 8,August ISSN
International Journal of Scientific & Engineering Reearch, Volume 5, Iue 8,Augut-2014 310 Seimic Behavior of Concrete Column and Beam Reinforced with Interlocking Spiral Ioanni A. Tego, Theodoro A. Chryanidi,
More informationO'Kelly B.C Oven-drying characteristics of soils of different origins. Drying Technology, Vol. 23, No. 5,
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Citation: O'Kelly B.C. 2005. Oven-drying characteristics of soils of different origins. Drying Technology, Vol. 23, No. 5, 1141 1149. OVEN
More informationSTUDIES ON STABILIZATION OF EXAPANSIVE SOIL USING CEMENT AND FLYASH
STUDIES ON STABILIZATION OF EXAPANSIVE SOIL USING CEMENT AND FLYASH *Binu Sukumar, ** S.Sudhakar *Professor, Department of Civil Engineering, R.M.K.Engineering College, Chennai, Tamilnadu **Associate Professor,
More information