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Characteristics and development of Tsinghua Elasto-plastic Model for soil
LI Guangxin
2006, 28(1): 1-10.
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Study on transverse effective rigidity ratio of shield tunnels
HUANG Hongwei, XU Ling, YAN Jialiang, YU Zhankui
2006, 28(1): 11-18.
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Vertical vibration of rigid strip footings on saturated soil
LI Qingjin, WANG Xuping, XU Changjie, CAI Yuanqiang
2006, 28(1): 19-23.
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Study and application of energy analysis method for blasting seismic safety based on wavelet transform
XU Guoyuan, ZHONG Guosheng, XIONG Zhengming
2006, 28(1): 24-28.
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Equivalent model and numerical analysis and laboratory test for jointed rockmasses
ZHANG Yujun
2006, 28(1): 29-32.
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Input seismic wave fields in elastic half-space interbedded by liquid-filled porous medium and solid medium
WANG Zihui, ZHAO Chenggang, LI Weihua, XU Chunling
2006, 28(1): 33-36.
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Some thoughts on waterproof and water-abstraction system of tunnel permafrost on plateau
WANG Xinghua, JIANG Yiyuan
2006, 28(1): 37-41.
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Analysis and monitoring on shield tunneling under existing adjacent tunnel
HU Qunfang, HUANG Hongwei
2006, 28(1): 42-47.
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Dynamic response of vertically vibrating pile during freezing and thawing
LI Qiang, WANG Kuihua, XIE Kanghe
2006, 28(1): 48-55.
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Study on negative friction of bored piles in backfilled clay
XU Bing, CAO Guofu
2006, 28(1): 56-58.
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Protecting technique for deep excavation of Wenzhon Grand Theater
TU Yumin, RUAN Changqing, ZHAO Xiangqian, LI Shiming
2006, 28(1): 59-62.
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Broken line type face slab rockfill dam for improving its stress state
LI Nenghui, SUN Dawei, CHEN Tielin
2006, 28(1): 63-67.
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Application of settlement-based design methodology to pile-foundation for bump at the ends of bridges
SU Yan, ZHOU Jian, ZENG Qingyou
2006, 28(1): 68-72.
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Acoustic emission phenomena of thermal cracking of sandstone
ZHANG Yuan, QU Fang, ZHAO Yangsheng
2006, 28(1): 73-75.
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Study of centrifuge model tests on transition effect of cut slopes
YAO Yuchun, YAO Lingkan, YUAN Biyu
2006, 28(1): 76-80.
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Application of geomechanical analytic approach of the principal stress orientation
SUN Xiang, YANG Zirong, ZHAO Zhongying
2006, 28(1): 81-83.
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Analysis on critical cyclic stress ratio and permanent deformation of composite foundation improved by cement-soil piles under cyclic loading
BAI Shunguo, HOU Yongfeng, ZHANG Hongru
2006, 28(1): 84-87.
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Mechanism and model for deformation of bank slope with slightly inclined soil layers in Fengjie County of Three Gorges
QI Shengwen, WU Faquan, CHANG Zhonghua, LIU Haiyan, SI Weibing
2006, 28(1): 88-91.
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Simulation tests on pit foundation reinforced by full-length-bonding pre-stressed cables
LU Mengmeng, WEI Mingshan, SHEN Jun, ZENG Xiantao
2006, 28(1): 92-96.
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Study on influence factors of California Bearing Ratio (CBR) of expressway subgrade materials
YANG Guangqing, GAO Minhuan, ZHANG Xinyu
2006, 28(1): 97-100.
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Effect of consolidation stress ratio on dynamic strength and dynamic pore water pressure of soil
ZHANG Ru, HE Changrong, FEI Wenping, GAO Mingzhong
2006, 28(1): 101-105.
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Analysis of thrust and sliding equilibrium method on embankments
DONG Wenpeng, ZHOU Jianpu
2006, 28(1): 106-109.
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Analysis of raft on elastic foundation considering effect of superstructure
GAN Tengjun, KANG Shilei, DENG Anfu
2006, 28(1): 110-112.
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Study on bearing behavior of super long–large diameter piles after grouting
HUANG Shenggen, GONG Weiming
2006, 28(1): 113-117.
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On generalized plastic machanics
ZHENG Yingren, KONG Liang
2006, 28(1): 118-122.
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