• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊

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Advanced tangent modulus method and its application to calculation of foundation settlement
YANG Guang-hua, LI Zhuo-xun, WANG Dong-ying, LI Zhi-yun, JIANG Yan
2022, 44(5): 787-798. DOI: 10.11779/CJGE202205001
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One-dimensional transport of transient diffusion-advection of organic contaminant through composite liners
FENG Shi-jin, PENG Ming-qing, CHEN Zhang-long, CHEN Hong-xin
2022, 44(5): 799-809. DOI: 10.11779/CJGE202205002
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Analytical solution for dynamic response of offshore large-diameter pipe piles subjected to horizontal dynamic loads
ZHENG Chang-jie, LIN Hao, CAO Guang-wei, DING Xuan-ming, LUAN Lu-bao
2022, 44(5): 810-819. DOI: 10.11779/CJGE202205003
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Settlement calculation method for sand compaction piles under water based on in-situ measurement
KOU Xiao-qiang, YU Jian, XU Xin-wei, SONG Shen-you, GAO Chao
2022, 44(5): 820-826. DOI: 10.11779/CJGE202205004
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Field measurement and mechanism of inclined and vertical piles in foundation pits
LIU Chang, MA Li-yao, ZHENG Gang, YAN Cheng-dong, YANG Yu-hang
2022, 44(5): 827-835. DOI: 10.11779/CJGE202205005
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Stability analysis of ultra-high-steep reinforced soil-filled slopes based on centrifugal model tests and numerical calculation
REN Yang, LI Tian-bin, YANG Ling, WEI Da-qiang, TANG Jie-ling
2022, 44(5): 836-844. DOI: 10.11779/CJGE202205006
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Quality evaluation for measured data of slope displacement based on its spatial distribution
CHEN Si-yu, ZHANG Ga
2022, 44(5): 845-850. DOI: 10.11779/CJGE202205007
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Anisotropic elastoplastic model for clays with improved yield surfaces and rotational hardening rule
LI Meng-zi, CAI Guo-qing, ZHAO Cheng-gang
2022, 44(5): 851-860. DOI: 10.11779/CJGE202205008
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Three-dimensional loosely coupled effective stress method for seismic soil-structure interactions
ZHAO Kai, XIA Gao-xu, WANG Yan-zhen, ZHAO Ding-feng, ZHUANG Hai-yang, CHEN Guo-xing
2022, 44(5): 861-869. DOI: 10.11779/CJGE202205009
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True triaxial tests on frozen sandy soil under different intermediate principal stress coefficients and negative temperatures
MA Qin-yong, HUANG Kun, MA Dong-dong, YAO Zhao-ming, ZHOU Zhao-xi
2022, 44(5): 870-878. DOI: 10.11779/CJGE202205010
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Experimental design for dynamic centrifuge tests on a subway station structure in liquefied interlayer site
ZHANG Zi-hong, XU Cheng-shun, YAN Guan-yu, DU Xiu-li, LI Yang, ZHOU Yan-guo
2022, 44(5): 879-888. DOI: 10.11779/CJGE202205011
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Effects of particle characteristics on small-strain dynamic properties of granular materials
HUANG Zhi-peng, WEI Xiao, PAN Kun, YANG Zhong-xuan
2022, 44(5): 889-897. DOI: 10.11779/CJGE202205012
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Dilatancy equation for coarse-grained soils incorporating particle breakage energy
WU Er-lu, ZHU Jun-gao, LU Yang-yang, QIAN Bin
2022, 44(5): 898-906. DOI: 10.11779/CJGE202205013
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Analytical solution for water-pile-soil interaction under horizontal dynamic loads on pile head
ZHAO Mi, HUANG Yi-ming, WANG Pi-guang, XU Hai-bin, DU Xiu-li
2022, 44(5): 907-915. DOI: 10.11779/CJGE202205014
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Theoretical investigation of restraint effect of isolation piles on vertical ground displacements due to tunneling under the plane state
CAO Li-qiang, CHEN Xiang-sheng, ZHANG Ding-li, SU Dong
2022, 44(5): 916-925. DOI: 10.11779/CJGE202205015
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Influences of morphology and hierarchy of roots on mechanical characteristics of root-soil composites
XU Hua, YUAN Hai-li, WANG Xin-yu, WANG Dong, CHEN Jian-xun, RONG Cai-quan
2022, 44(5): 926-935. DOI: 10.11779/CJGE202205016
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Statistical damage simulation method for complete stress-strain path of rocks considering confining pressure effect and strength brittle drop
ZHANG Chao, CAO Wen-gui, ZHAO Heng, HE Min
2022, 44(5): 936-944. DOI: 10.11779/CJGE202205017
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Soil-water characteristics and permeability of compacted loess considering effects of dry density
ZHANG Lin, LI Tong-lu, CHEN Cun-li
2022, 44(5): 945-953. DOI: 10.11779/CJGE202205018
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Shear strength of reinforced soil interface under normal cyclic loading and its prediction
WANG Jun, ZHU Chen, LIU Fei-yu, KONG Jian-jie, YAO Jia-min
2022, 44(5): 954-960. DOI: 10.11779/CJGE202205019
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Model tests on dynamic response of ballastless track X-shaped pile-raft foundation under long-term train loads
SUN Guang-chao, LI Jian-lin, KONG Gang-qiang, LUO Ya, WANG Le-hua, DENG Hua-feng
2022, 44(5): 961-969. DOI: 10.11779/CJGE202205020
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Prediction model for TBM disc cutter wear based on dense core theory
SHE Lei, ZHANG She-rong, HE Sun-wen, WANG Chao, LI Lei, JING Yong, LIU Yong
2022, 44(5): 970-978. DOI: 10.11779/CJGE202205021
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