METHOD STATEMENT for INSTALLATION OF MICROPILE A. MATERIAL TO BE USED 1. Grout Grout shall be mixed from Ordinary Portland Cement and clean water free from harmful substances. Usage of other cement which has a higher strength and/or workability shall also be allowed. 2. Grout Mix The proportions of grout and the minimum strength of work cubes shall comply with the following requirements : Range of water/cement ratio Target Resistance to crushing 0.42-0.50 (cube strength) 7 days 28 days (Typically 0.45) 21 N/mm 2 30 N/mm 2 The quantities of cement in the mix shall be measured by weight. The grout shall be free from segregation, slumping and bleeding. Grout shall be mixed on site and shall be pumped into its final position as soon as possible. Non-shrink admixture (SIKA Intraplast-Z TM ) shall be added at approximately 1% by weight. 3. Grout Test Two sets of three test cubes shall be taken per one grouting operation for testing purpose. Three test cubes shall be tested at 7 days and the remaining cubes at 28 days after casting. The characteristic strength of the grout shall be 21 N/mm 2 and 30 N/mm 2 at 7 days and 28 days.
4. Main Load Bearing Component Reinforcing Steel The main steel component and the grout shaft of the micropile shall be designed to support the external loads and bending to be transmitted to/from the load bearing stratum for end-bearing/tension piles, which shall consist of a top anchorage or pilecap (provided by the structural/pilecap contractor) and an axial steel component. Typical axial steel component consisting of hot rolled deformed high tensile bar with minimum yield stress of 460 N/mm 2 or API Pipe. B. FABRICATION OF MICROPILE API Pipes 1. If API Pipes are used, they shall be joint by either a pipe sleeve (screw-type) or fully butt-welded all around (see installation procedure). 2. Spacers consist of a small piece of steel plate tag-welded onto the pipe at 3m intervals, each interval in 2 direction or using PVC spacers adhered using epoxy or tie wire. Reinforcement Bars 1. The reinforcement of the piles are typically prefabricated on-site or elsewhere and brought to site. The bars and links are tied together with tie wire to form prefabricated cages. 2. To join the lengths of the cages, the reinforcement bars shall be lapped 40 times the diameter or 40D. The joining of the bars (if necessary) shall be done by tie wire or welding. 3. Spacers used shall be PVC pipes cut into small lengths and tied to the reinforcement bars. Alternatively, ready-made PVC round spacers can be clipped to the links. A second alternative consist of PVC lantern which is clipped to the main-bars.
C. METHOD FOR DRILLING / MICROPILE INSTALLATION STEP 1 : The pile point is determined by a surveyor and position the drill rig on top of the point. The first drill rod with a drill bit is placed above the drill point. Ensure verticality is achieved before starting drilling works. This is done by checking the verticality of both the first drill rod and the mast using a spirit level.
STEP 2 : DTH Hammer Drilling Technique For drilling in both soft and/or hard soils (typically SPT N>50), the hole can be drilled with the wash boring method using either using wash boring or using the DTH hammer. For drilling into soils and weathered rock above the solid rock formation, the down-the-hole hammer will also be employed. Depending on the behaviour of soil encountered on-site, the borehole may be temporarily cased. Upon reaching rock or firm soil strata, drilling can be continued without casing. Drilling in rock shall be done by the Down-the-Hole (DTH) pneumatic hammer method, used for hard rock formation. The system employs a pneumatic self-actuating hammer at the end of the drill rod that strikes the drilling surface while the drill rod is slowly rotated. An air compressor will be used for powering the hammer. The air used to drive the hammer as the hole is advanced removes cuttings continuously.
STEP 3 : Upon completion of the drilling, the borehole is cleaned by flushing out any soil particles from the inside of the casing with recirculation water or air. API pipes installation : - If a mobile crane is to be used for, move the drilling rig back. The pipe shall also be lowered segment-by-segment using a mobile crane. Cordon the area for safety reasons. If the drilling rig winch is to be used, lift the pipes up segment-by-segment using the winch. Cordon the area for safety reasons. The joints of the API Pipe, if present, shall be properly screwed together with grease to assist the tightening. If welding is used, clean the edge of the pipe and conduct a full butt-weld all over the outside of the API pipe.
STEP 4 : If in Step 3, the mobile crane is used to install the API Pipes, the same mobile crane can be used to pull/withdraw the temporary casing. Shall this cannot be done due to safety reasons (crane parked too far away), move the drill rig back. Withdraw the casing using the winch tied around the casing. Shall this be unsuccessful, reattach the adaptor and using the reverse circulation method (wash boring), flush water into the casing to loosen it while withdrawing the casing using the rotary unit.
STEP 5 : Mix the cement bag with water in a mixer according to the design mix measurement. The mixed grout shall be filtered and poured into a holding tank. Grouting of the micropile is then carried out by tremie method using a hose installed right up to the end tip of the pile rebar assembly cage or API Pipe with flow holes cut at the tip of the API pipe. Pump the grout into the pile using a piston or diaphragm pump.grouting is done until neat grout appears at the top of the borehole. Upon completion, the grout hose is extracted. Shall any leftover temporary casing is extracted, or at any time after grouting, the grout level drops below the cut-off level, top-up the hole with grout.