• 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

column
Analysis method for basal stability of braced excavations in clay based on undrained shear strength
HUANG Mao-song, LI Yi-shan, TANG Zhen, YUAN Ju-yun
2020, 42(9): 1577-1585. DOI: 10.11779/CJGE202009001
Abstract PDF
Mechanical behavior of unsaturated intact loess over a wide suction range
SUN De-an, XU Qian-lei, CHEN Bo, ZHANG Zhou
2020, 42(9): 1586-1592. DOI: 10.11779/CJGE202009002
Abstract PDF
Behavior of particle breakage in calcareous sand during drained triaxial shearing
ZHANG Ji-ru, HUA Chen, LUO Ming-xing, ZHANG Bi-wen
2020, 42(9): 1593-1602. DOI: 10.11779/CJGE202009003
Abstract PDF
Collapse of deep excavations for metro lines in soft clay
WANG Li-zhong, LIU Ya-jing, LONG Fan, HONG Yi
2020, 42(9): 1603-1611. DOI: 10.11779/CJGE202009004
Abstract PDF
Model tests on uplift bearing capacity of gravitational reinforced composite suction caisson foundation
DAI Guo-liang, ZHU Wen-bo, GONG Wei-ming, ZHU Ming-xing, WAN Zhi-hui
2020, 42(9): 1612-1621. DOI: 10.11779/CJGE202009005
Abstract PDF
Compression-shear tension fracture criteria for rock-like materials considering geometric characteristics of cracks and T-stresses
WANG Jun-jie, HUANG Shi-yuan, GUO Wan-li, ZHAO Tian-long
2020, 42(9): 1622-1631. DOI: 10.11779/CJGE202009006
Abstract PDF
Observed deformation behavior of Gongbei Tunnel of Hong Kong-Zhuhai-Macao Bridge during construction
ZHANG Dong-mei, PANG Jian, REN Hui, HAN Lei
2020, 42(9): 1632-1641. DOI: 10.11779/CJGE202009007
Abstract PDF
Experimental study on deterioration behavior of saline undisturbed loess with sodium sulphate under freeze-thaw action
XU Jian, ZHANG Ming-hui, LI Yan-feng, WU Zhi-peng
2020, 42(9): 1642-1650. DOI: 10.11779/CJGE202009008
Abstract PDF
Experimental study on clogging of cutterhead for panel earth-pressure-balance shield tunneling in cohesive strata
FANG Yong, WANG Kai, TAO Li-ming, LIU Peng-cheng, DENG Ru-yong
2020, 42(9): 1651-1658. DOI: 10.11779/CJGE202009009
Abstract PDF
Experimental study on measurement of rock strength parameters based on digital drilling technology
WANG Yu-jie, SHE Lei, ZHAO Yu-fei, CAO Rui-lang
2020, 42(9): 1659-1668. DOI: 10.11779/CJGE202009010
Abstract PDF
Effect of particle size ratio of rubber to sand on small strain dynamic characteristics of rubber-sand mixtures
LIU Fang-cheng, YAO Yu-wen, BU Guo-bin, JING Li-ping, BIN Jia
2020, 42(9): 1669-1678. DOI: 10.11779/CJGE202009011
Abstract PDF
Experimental study on effect of temperature on shear behavior of saturated clays
FEI Kang, ZHOU Ying, FU Chang-yun
2020, 42(9): 1679-1686. DOI: 10.11779/CJGE202009012
Abstract PDF
Particle flow of meso-fracture characteristics and macro-scale effect of granites
SUN Chuang, AO Yun-he, ZHANG Jia-ming, WANG Shuai
2020, 42(9): 1687-1695. DOI: 10.11779/CJGE202009013
Abstract PDF
Accelerated creep model for rock based on statistical damage principle
LIU Wen-bo, ZHANG Shu-guang, CHEN Lei, SUN Bo-yi, LU Ping-ping
2020, 42(9): 1696-1704. DOI: 10.11779/CJGE202009014
Abstract PDF
Influences of soluble salt content on mechanical properties of Ili undisturbed loess
NIU Li-si, ZHANG Ai-jun, ZHAO Jia-min, WANG Yu-guo, ZHAO Qing-yu
2020, 42(9): 1705-1714. DOI: 10.11779/CJGE202009015
Abstract PDF
Particle size correlation of deformation parameters for rockfill materials
SHAO Xiao-quan, CHI Shi-chun
2020, 42(9): 1715-1722. DOI: 10.11779/CJGE202009016
Abstract PDF
Mechanical properties and generalized Duncan-Chang model for granite residual soils using borehole shear tests
AN Ran, KONG Ling-wei, ZHANG Xian-wei
2020, 42(9): 1723-1732. DOI: 10.11779/CJGE202009017
Abstract PDF
Horizontal transient response analysis of single pile considering local separation of pile and soil
DING Zhao-wei, SONG Chun-yu, CHEN Long-zhu, SUN Hong
2020, 42(9): 1733-1741. DOI: 10.11779/CJGE202009018
Abstract PDF
Theoretical analysis and physical modeling of stone columns-improved ground under shaking loading
LIU Kai, ZHOU Yan-guo, SUN Zheng-bo, CHEN Yun-min
2020, 42(9): 1742-1750. DOI: 10.11779/CJGE202009019
Abstract PDF
Anisotropic elastoplastic constitutive model based on microstructure tensor and its engineering application
YIN Da, MENG Qing-xiang, XU Jian-rong, SHI An-chi, WU Guan-ye, XU Wei-ya
2020, 42(9): 1751-1758. DOI: 10.11779/CJGE202009020
Abstract PDF
Finite difference method for space-fractional seepage process in unsaturated soil
WANG Rui, ZHOU Hong-wei, ZHUO Zhuang, XUE Dong-jie, YANG Shuai
2020, 42(9): 1759-1764. DOI: 10.11779/CJGE202009021
Abstract PDF
Effects of particle shape on mechanical performance of sand with 3D printed soil analog
KANG Xin, CHEN Zhi-xin, LEI Hang, HU Li-ming, CHEN Ren-peng
2020, 42(9): 1765-1772. DOI: 10.11779/CJGE202009022
Abstract PDF