[1] |
ZHENG Jin-xiu, ZHANG Jian-hai, GAO Ke-jing.
Regression analysis of support measures of underground powerhouses and support strength criteria
[J]. , 2018, 39(S1): 303-310.
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[2] |
CHENG Hong-zhan, CHEN Jian, HU Zhi-feng, HUANG Jue-hao, .
Face stability analysis for a shield tunnel considering spatial variability of shear strength in sand
[J]. , 2018, 39(8): 3047-3054.
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[3] |
GUO Chong-yang, LI Dian-qing, CAO Zi-jun, GAO Guo-hui, TANG Xiao-song.
Efficient reliability sensitivity analysis for slope stability in spatially variable soils
[J]. , 2018, 39(6): 2203-2210.
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[4] |
LI Hong-jiang, TONG Li-yuan, LIU Song-yu, BAO Hong-yan, YANG Tao, .
Parameter sensitivity of horizontal bearing capacity of large diameter and super-long bored pile
[J]. , 2018, 39(5): 1825-1833.
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[5] |
LIU Sun, JIANG Ming-jing, FU Chang, ZHU Jun-gao,.
Distinct element analysis of cone penetration tests in structured sand ground
[J]. , 2018, 39(3): 933-942.
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[6] |
JIANG Shui-hua, ZENG Shao-hui, YANG Jian-hua, YAO Chi, HUANG Jin-song, ZHOU Chuang-bing,.
Slope reliability analysis by simulation of non-stationary random field of undrained shear strength
[J]. , 2018, 39(3): 1071-1081.
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[7] |
TIAN Mi, ZHANG Fan, LI Li-hua, .
Comparative study on the quantitative analysis methods of inherent spatial variability of soil properties based on indirect test data
[J]. Rock and Soil Mechanics, 2018, 39(12): 4673-4680.
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[8] |
JIAO Feng, GUO Bao-hua, ZHAI Ming-lei,.
Empirical formula for shear strength of marble joints infilled with sands
[J]. , 2018, 39(11): 4102-4108.
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[9] |
LIN Jun, CAI Guo-jun, LIU Song-yu, ZOU Hai-feng, .
Identification of soil layer boundaries using mechanical layered method base on piezocone penetration test data
[J]. , 2017, 38(5): 1413-1423.
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[10] |
ZHENG Dong, LI Dian-qing, CAO Zi-jun, PHOON Kok-kwang, .
Effect of spatial variability on correlation between slope failure modes and system reliability of slope stability
[J]. , 2017, 38(2): 517-524.
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[11] |
WANG Li-qin, SHAO Sheng-jun, LU Zhong-gang,.
Influence of physical properties on the initial structure of loess
[J]. , 2017, 38(12): 3484-3490.
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[12] |
DONG Lin, WANG Lan-min, XIA Kun, YUAN Xiao-ming,.
Comparison of CPT-based and SPT-based liquefaction discrimination methods by Taiwan Chi-Chi earthquake data
[J]. , 2017, 38(12): 3643-3648.
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[13] |
TIAN Mi, LI Dian-qing, CAO Zi-jun, PHOON Kok-kwang, WANG Yu,.
Quantification of spatial variability of soil parameters using Bayesian approaches
[J]. , 2017, 38(11): 3355-3362.
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[14] |
DOU Hong-qiang ,HAN Tong-chun ,GONG Xiao-nan ,LI Zhi-ning,QIU Zi-yi,.
Reliability analysis of slope stability considering variability of soil saturated hydraulic conductivity under rainfall infiltration
[J]. , 2016, 37(4): 1144-1152.
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[15] |
LI Jing-ping , CHENG Yong-gang , LI Dian-qing , CHANG Xiao-lin , .
System reliability analysis of spatially variable soil slopes using the multiple response surfaces method
[J]. , 2016, 37(1): 147-155.
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