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Stress strain behavior of a loosely compacted volcanic derived soil and its implications to landsliding
Dai Fuchu, Lee Chackfan, Wang Sijing
1999, 21(3): 1-6.
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The variation of porewater pressure and its relationship with liquefaction and densification in saturated sand under impact loading
Meng Xiangyue, Zhang Junfeng, Yu Shanbing, Tan Qingming
1999, 21(3): 7-11.
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Nonlinear estimation of rock joint mechanical parameters
Feng Xiating, Wang Yongjia
1999, 21(3): 12-16.
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Numerical analysis of joined rock with two models
Yang Haitian, Wang Gang
1999, 21(3): 17-20.
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The puzzle of heave due to deep excavation in soft soil layer
Chang Jeffrey Chihi, Liang Mingte
1999, 21(3): 21-26.
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Application of tracing compensation grouting in the protection of buildings adjacent to deep excavation
Liu Jinyuan, Liu Guobin, Hou Xueyuan
1999, 21(3): 27-31.
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Semi analytical solution of one dimensional non linear consolidation of soft clay under time dependent loading
Li Binghe, Xie Kanghe, Ying Hongwei, Zeng Guoxi
1999, 21(3): 32-37.
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The fractal characteristics of fractures in expansion soil and its significance
Yi Shunmin, Li Zhiheng, Zhang Yanzhong
1999, 21(3): 38-42.
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Flod catastrophe model of damaging process in rock
Pan Yue
1999, 21(3): 43-47.
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Application of inclusions method in engineering survey
Yan Changhong, He Changming, Chen Song
1999, 21(3): 48-50.
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2 D FEM analysis for an underground opening considering the strength anisotropy of the layered rock mass
Zhang Yujun, Tang Yixing
1999, 21(3): 51-54.
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A model of the strength criterion of shale
Su Zhimin, Jiang chunlei
1999, 21(3): 55-58.
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The Hugoniot equation of state for Bukit Timah granite
Zhao Jian, Zhao Yuhui, Shang Jialan, Shen Letian
1999, 21(3): 59-62.
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Horizontal ground freezing method applied to tunneling of Beijing Underground Railway System
Zhou Xiaomin, Su Lifan, He Changjun, Guan Jifa
1999, 21(3): 63-66.
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Design and monitoring of deep foundation pit in Tianjin port office multiple building
Lu Peiyi, Gu Xiaolu, Qian Zheng
1999, 21(3): 67-71.
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Experimental research and application of composite ground of steel ash pile within a steel factory in North Henan Province
Huang Tao, Wang Xiaozhang, Wu Yuegang, Chen Changjiang
1999, 21(3): 72-77.
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Experimental study of the surface reactions between clay minerals and water glass
Ding Rui
1999, 21(3): 78-81.
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Analysis of space time effect on the stability for slurry trench of diaphram wall
Jiang Pengming, Hu Zhongxiong, Liu Jianhang
1999, 21(3): 82-86.
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Landslide and analysis of the bank slope of the piled wharf
Li Sa, Yan Shuwang, Sun Wanhe
1999, 21(3): 87-91.
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Dewatering and drainage design for deep foundation pit excavation
Wu Changyu, Li Sishen, Xie Hong
1999, 21(3): 92-94.
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Survey with piled up load and 3 D FEM analysis on the foundation of Wuhan Jalefu Square
Li Yonghe, Yao Hailin
1999, 21(3): 95-99.
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Trial production of the new type umbrella shaped self expanding anchor and its pull out test
Zhang Jihong
1999, 21(3): 100-103.
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Elastic visco plastic consolidation modelling of soft clay
Yin Jianhua, Zhu Jungao
1999, 21(3): 104-109.
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