7, No. 1, Vol. face of uncertainty. condition. 1. Evaluation of. rainfalls. reclamation. 4. A case record. areas

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Journal of GeoEngineering Paper List (2012-2008) 7, No. 3, 2012 1.

the face of uncertainty Hsein Juang, Lei Wang, Sez Atamturktur, and Zhe Luo 2.

shafts Sheng-Huoo Ni, William M. Isenhower, and Yang-Hong Huang 7, No. 2, 2012 1.

condition Richard B. H. Loh and Hamid R. Nikraz 2.

Motohiro Sugiyama, Masaru Akaishi, and Huei-Wen Chang 3.

Sheng-Huoo Ni, Yan-Hong Huang, and Lutz Lehmann 7, No. 1, 2012 1.

Hwang, Tsung-Yeh Lee, Chung-Ren Chou, and Ting-Chiun Su 2.

1 Journal of GeoEngineering Paper List ( ) 7, No. 3, Reliability-based robust and optimal design of shallow foundations in cohesionless soil in the face of uncertainty Hsein Juang, Lei Wang, Sez Atamturktur, and Zhe Luo 2. A model for coupled dynamic elasto-plastic analysis of soils Mohammred Y. Fattah, Saad F. Abbas, and Hussein H. Karim 3. Continuous wavelet transform technique for low-strain integrity testing of deep drilledd shafts Sheng-Huoo Ni, William M. Isenhower, and Yang-Hong Huang 7, No. 2, Compressibility and strength of clay subgrade of railroad foundation in highly saturated condition Richard B. H. Loh and Hamid R. Nikraz 2. Secondary compression behavior in one-dimensional consolidation tests Toshihiko Takeda, Motohiro Sugiyama, Masaru Akaishi, and Huei-Wen Chang 3. Efficient reliability-based design of drilled shafts in sand considering spatial variability Zhe Luo and C. Hsein Juang 4. Free field vibrations due to pile driving using a coupled fem with SBFEM method Kuo-Feng Lo, Sheng-Huoo Ni, Yan-Hong Huang, and Lutz Lehmann 7, No. 1, Evaluation of performance of diaphragm walls by wall deflection paths Richard N. Hwang, Tsung-Yeh Lee, Chung-Ren Chou, and Ting-Chiun Su 2. Deformation behavior analyses of braced excavation considering adjacent structure by user-defined soil models Horn-Da Lin, Huu-Phuoc Dang, Johnson H. S. Kung, and Chien-Chih Wang 3. Failure mechanism of granular soil slopes under high intensity rainfalls Rong-Her Chen, Kwo-Jane Kuo, and Wei-Nan Chien 4. A case record of deep excavation supported by steel pipe sheet piles in sea reclamation areas Shuo Wang, Zurun Yue, Zhanhui Liu, and Yanjunn Yang 1

6, No. 3, 2011 1. A case record of bored tunnels in sand based on the Kaohsiung mass rapid transit system project Bin-Chen Benson Hsiung 2.

Wu, Jih-Cherng Cherng, and Wei-Ting Hsu Huang 3. Performance 4. Efficiency of buttress walls in deep excavations Shong-Loongg Chen, Cheng-Tao Ho, Chong-Dao Li, and Meen-Wah Gui 6, No. 2, 2011 1.

Variation of CPTu parameters and liquefaction potential at a reclaimed land induced by dynamic compaction Chih-Sheng Ku and C. Hsein Juang 3.

Some observations on the behavior of soft clay under undrained cyclic loadings Mohamed A. Shahin, and Hamid R. Nikraz, Richard B. H. Loh 6, No. 1, 2011 1.

2 6, No. 3, A case record of bored tunnels in sand based on the Kaohsiung mass rapid transit system project Bin-Chen Benson Hsiung 2. Numerical simulation on anisotropic squeezing phenomenon of new Guanyin tunnel Tai-Tien Wang and Tsan-Hweof t-shaped diaphragm wall in a large scale excavation Hsii-Sheng Hsieh, Ting-Mei Lin, Li-Hua Wu, Jih-Cherng Cherng, and Wei-Ting Hsu Huang 3. Performance 4. Efficiency of buttress walls in deep excavations Shong-Loongg Chen, Cheng-Tao Ho, Chong-Dao Li, and Meen-Wah Gui 6, No. 2, Estimating the effect of shear strength increment due to root on the stability of Makino bamboo forest slopeland Der-Guey Lin, Wen-Tsun ng Liu, and Shin-Hwei Lin 2. Variation of CPTu parameters and liquefaction potential at a reclaimed land induced by dynamic compaction Chih-Sheng Ku and C. Hsein Juang 3. Shear strength of continuous-filament reinforced sand Rong-Her Chen, Po-Chuan Chi, Tai-Ching Wu, and Chia-Chun Ho 4. Some observations on the behavior of soft clay under undrained cyclic loadings Mohamed A. Shahin, and Hamid R. Nikraz, Richard B. H. Loh 6, No. 1, The importance of drainage control for geosynthetic reinforced mechanically stabilized earth walls Robert M. Koerner and George R. Koerner 2. The shear behavior obtained from the direct shear and pullout tests for different poor graded soil-geosynthetic systems Chiwan Wayne Hsieh, Gee Ham Chen, and Jeng-Haconsiderations for narrow geosynthetic reinforced soil Wu 3. Location of failure plane and design wall systemss Kuo-Hsin Yang, Jorge G. Zornberg, Wen-Yi Hung, and Chris R. Lawson 4. Laboratory study on the consolidation settlementt of clay-filled geotextile tube and bags Soon Hoe Chew, Piow Yang Pang, Czhia Yheaw Tan, and Kok Eng Chua 5. Field performance of a hybrid reinforced earth embankment built adjacent to a slope with narrow fill space Chia-Cheng Fan and Chin-Fu Hsiao 6. Geotechnical characteristics of bauxite residue sand mixed with crumbed rubber from recycled car tires Mohamed A. Shahin, Tyrone Mardesic, and Hamid R. Nikraz 2

5, No. 3, 2010 1. No-dig techniques and challenges Raymond L. Sterling 2.

On the behavior of a stuck curved pipe jacking Keh-Jian Shou and Jung-Hsing Yen 4.

3 5, No. 3, No-dig techniques and challenges Raymond L. Sterling 2. Plastic pipe long-term pipe stiffness by conventional and accelerated test methods Chiwan Wayne Hsieh, Jeng-Han Wu, and Chien-Chih Huang 3. On the behavior of a stuck curved pipe jacking Keh-Jian Shou and Jung-Hsing Yen 4. On the sharply curved shield tunneling for 345kv power cables in Taiwan Wen-Chuan Lee, Ju-Yu Hung, Keh-Jian Shou, Peng-Jou Chen, and Tsung-Hai Chen 5. No-dig inspection technologies for underground pipelines Ming-Der Yang, Tung-Ching Su, Tung-Yen Wu, and Kai-Siang Huang 5, No. 2, Scale effect on shear strength of computer-aided-manufactured joints Tzou-Shin Ueng, Yue-Jan Jou, and I-Hui Peng 2. Improvement of liquefaction resistance of reclaimed sand in water - an experimental study Tseng-Hung Chang and Huei-Wen Chang 3. Improved measurement and a predictive model for thermal conductivity of sand-bentonite mixtures Yong-ming Tien, Chen-An Chu, Po-Lin Wu, Wen-Shou Chuang, and Yi-Jan Chung 5, No. 1, Some observations on the oedometric consolidation strain rate behaviors of saturated clay Tao-Wei Feng 2. Evaluation of clay constitutive models for analysis of deep excavation under undrainedd conditions Chang-Yu Ou, Aswin Lim, and Pio-Go Hsieh 3. Soil liquefaction potential in Ilan city and Lotung town, Taiwan Sao-Jeng Chao, Hui-Mi Hsu, and Howard Hwang 3

4, No. 3, 2009 1. Characterization of model uncertainties for cantilever retaining walls in sand Kok-Kwang Phoon, Shuling Liu, and Yean Khow Chow 2.

Calibration of information-sensitive partial factors for assessing earth slopes Gwangha Roh and H. P. Hong 4.

4 4, No. 3, Characterization of model uncertainties for cantilever retaining walls in sand Kok-Kwang Phoon, Shuling Liu, and Yean Khow Chow 2. Load and resistance factor design (LRFD) of deep foundations using a performance-based design approach Lance A. Roberts and Anil Misra 3. Calibration of information-sensitive partial factors for assessing earth slopes Gwangha Roh and H. P. Hong 4. Application of random finite element method to bearing capacity design of strip footing Giovanna Vessia, Claudio Cherubini, Joanna Pieczyńska, and Wojciech Puła 5. Reliability index for serviceability limit state of drilled shaftss under undrained compression Yu Wang 6. Reliability based design of pile foundations considering both parameter and model uncertainties Jie Zhang, Limin Zhang, and Wilson H. Tang 4, No. 2, Seismic response of renyitan earth-fill dam Meen-Wah Gui and Hsien-Te Chiu 2. A permeability apparatus and seepage induced degradation of soft rock Yii-Wen Pan and Heng-You Chen 3. Mechanism of ground settlements and heaves due to shield tunneling Chung C. Kao, Chun-Hung Chen, and Richard N. Hwang 4, No. 1, A normalized equation of axially loaded piles in elasto-plastic soil Yi-Chuan Chou and Yun-Mei Hsiung 2. Change of particle orientation caused by static shearing in simulated hydraulic filled sand Ching-Jiangg Jeng 3. Observations in reliability analysis of a 1-D consolidation problem Jianye Ching and Yi-Hung Hsieh 4. Performance and analysis of artificial ground freezing in the shield tunneling Chang-Yu Ou, Chung-Cheng Kao, and Ching-I Chen 4

3, No. 3, 2008 1. Recent practice and research of geosynthetic-reinforced earth structures in Japan Fumio Tatsuoka 2. The filtration mechanismm and micro-observation Ho and Wen-Bin Chung 3.

5 3, No. 3, Recent practice and research of geosynthetic-reinforced earth structures in Japan Fumio Tatsuoka 2. The filtration mechanismm and micro-observation Ho and Wen-Bin Chung 3. Tensile creep behavior of a PVC coated polyester geogrid at different temperatures Chiwan Hsieh and Yen-Chen Tseng of soil-geotextile systems under cyclic flows Rong-Her Chen, Chia-Chun 4. Study on resistant mechanism of aseismic countermeasure for geosynthetic-reinforced wall and leaning type retaining wall Susumu Nakajima, Junichi Koseki, Kenji Watanabe and Masaru Tateyama 3, No. 2, Clamping mechanism effects on the puncture resistance tests of high strength geotextiles Chiwan Hsieh, Jau-Bih Wang 2. Effects of joint details on the behavior of cross walls Hsii-Sheng Hsieh, Yi-Chih Lu, Ting-Mei of a reservoir sediment under water An-Bin Huang, Chih-Ping Lin, Chih-Chung Chung 4. Shear wave velocity and suction of unsaturated soil using bender element and filter paper method Lin 3. TDR/DMT characterization Shu-Rong Yang, Horn-Da Lin, Johnson Hsiang Sheng Kung, Jr-Ying Liao 3, No. 1, Evaluating effectiveness of buttressess and cross walls by reference envelopes Richard N. Hwang, Za-Chieh Moh 2. Evaluating weak subgrade for pavement design and performance prediction: a case study of US 550 Rafiqul A. Tarefder, Nayan Saha, Jerome W. Hall, Percy T.-T. Ng 3. The effects of a setback on the bearing capacity of a surface footing near a slope Ching-Chuann Huang, Wen-Wei Kang 4. A bored tunnel on kaohsiung rapid transit system, contract CR2 Benson Bin-Chen Hsiung, Kuan-Lin Lu 5. A short note on the earth pressure and mobilized angle of internal friction in one-dimensional compression of soils Antonio Federico, Gaetano Elia, Vincenzo Germano 5

IAM2016W Program. January 27, 2016 (Wednesday) 15:00-16:30 Registration (Lobby) January 29, 2016 (Friday) 09:30-15:00 Registration

IAM2016W Program. January 27, 2016 (Wednesday) 15:00-16:30 Registration (Lobby) January 29, 2016 (Friday) 09:30-15:00 Registration IAM2016W Program January 27, 2016 (Wednesday) 15:00-16:30 Registration (Lobby) January 28, 2016 (Thursday) 09:30-15:00 Registration 10:00-12:00 Session A 13:30-15:30 Session B January 29, 2016 (Friday)