›› 2003, Vol. 24 ›› Issue (6): 1034-1037.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Study on modeling technique of CAD system for geotechnical engineering

ZHENG Jun-jie, LI Qiang, HE Wei, WANG Yuan-han   

  1. Institute of Geotechnical Engineering , Huazhong University of Science and Technology, Wuhan 430074, China
  • Online:2003-12-10 Published:2014-08-19

PDF (PC)

1161

Abstract: The advantages of object modeling technique in developing CAD system are expounded. The modeling techniques of CAD system for geotechnical engineering are analyzed. The general modeling techniques are also discussed. The key program codes are presented for relevant developers’ reference.

Key words: geotechnical engineering, CAD, object model, ObjectARX

CLC Number: 

  • TP 391
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
[1] LIU Ya-ping, XU Xin-wei, WEI Hong-bo, SONG Jiang-wei, . Loading test technology in deep water for Hong Kong-Zhuhai-Macao Bridge [J]. Rock and Soil Mechanics, 2018, 39(S2): 480-485.
[2] FAN Wen-liang, WANG Yu-le, WEI Qi-ke, YANG Peng-chao, LI Zheng-liang, . Improved fourth-moment method for reliability analysis of geotechnical engineering [J]. , 2018, 39(4): 1463-1468.
[3] HUANG Ming-hua, ZHAO Ming-hua, CHEN Chang-fu. Influence of anchorage length on stress in bolt and its critical value calculation [J]. , 2018, 39(11): 4033-4041.
[4] XIONG Zi-ming, LU Hao, WANG Ming-yang, QIAN Qi-hu, RONG Xiao-li，. Research progress on safety risk management for large scale geotechnical engineering construction in China [J]. , 2018, 39(10): 3703-3716.
[5] FANG Yan-bing, SU Yong-hua, XIAO Wang, LIANG Bin. Non-probabilistic reliability model for implicit performance function based on subinterval method [J]. , 2017, 38(4): 1171-1178.
[6] YAN Shu-wang, LIN Shu, HUO Zhi-liang, CHU Jian, GUO Wei,. Coupled Eulerian-Lagrangian finite element analysis of suction caisson penetration processes under hydraulic pressure [J]. , 2017, 38(1): 247-252.
[7] FU Xiao-dong，SHENG Qian，ZHANG Yong-hui，LENG Xian-lun, . High efficient algorithms for solving linear equations in discontinuous deformation analysis [J]. , 2016, 37(4): 1171-1178.
[8] ZHANG You-liang, TAN Fei, ZHANG Li-ren, SHI Ming-ming. Scalable parallel computation for finite element model with hundreds of millions of elements in geotechnical engineering [J]. , 2016, 37(11): 3309-3316.
[9] ZHANG Lei , TANG Xiao-song , LI Dian-qing , CAO Zi-jun , . System reliability analysis of geotechnical structures based on the Copula function [J]. , 2016, 37(1): 193-202.
[10] DONG Wei-xin, WANG Xiang-nan, WANG Yuan, YU Yu-zhen. Application of three-dimensional transitional isoparametric elements to finite element analysis of geotechnical engineering problems [J]. , 2015, 36(5): 1455-1462.
[11] WANG Hao , QIN Wei-min , JIAO Yu-yong , HE Zheng . Transitions and opportunities of geotechnical engineering monitoring in coming big data era [J]. , 2014, 35(9): 2634-2641.
[12] FU Xiao-dong, SHENG Qian, ZHANG Yong-hui. Parallel computing method for discontinuous deformation analysis using OpenMP [J]. , 2014, 35(8): 2401-2407.
[13] SHEN Hui , LUO Xian-qi , ZHENG An-xing , BI Jin-feng , WENG Yong-hong，. Three-dimensional modeling for numerical simulation of arch dam abutment rock mass structures [J]. , 2014, 35(5): 1455-1460.
[14] ZUO Yu-long , ZHU He-hua , LI Xiao-jun . An ANN-based four order moments method for geotechnical engineering reliability analysis [J]. , 2013, 34(2): 513-518.
[15] LI Yuan-song , YU Shun-xin , DENG Tao . Comparing three design approaches in EN1997-1 Eurocode with those in Chinese geotechnical design code [J]. , 2012, 33(S2): 105-110.
Viewed
Full text


Abstract

Cited
  Shared   
  Discussed   
[1] WEI Long-hai, WANG Ming-nian, ZHAO Dong-ping, JI Yan-lei. Study of deformation controlling measures for large-span shallow tunnel[J]. , 2010, 31(2): 577 -581 .
[2] JIA Qiang，ZHANG Xin. Numerical analysis of slab underpinning construction in development of underground space[J]. , 2010, 31(6): 1989 -1994 .
[3] GU Shao-fu, LIU Yang-shao, LIU Shi-shun. Study of application of Asaoka method to settlement prediction[J]. , 2010, 31(7): 2238 -2240 .
[4] FU Ce-jian. Experimental study of mechanical properties of saline silt[J]. , 2010, 31(S1): 193 -197 .
[5] LI Xiong-wei, KONG Ling-wei, GUO Ai-guo. Field response characteristic test of expansive soil engineering behavior under effect of atmosphere[J]. , 2009, 30(7): 2069 -2074 .
[6] SONG Yong-jun , HU Wei , WANG De-sheng , ZHOU Jun-lin. Analysis of squeezing effect of compaction piles based on modified Cam-clay model[J]. , 2011, 32(3): 811 -814 .
[7] LU Tao, WANG Kong-wei, LI Jian-lin. Study of failure mode of sandstone under reservoir water pressures[J]. , 2011, 32(S1): 413 -0418 .
[8] WEI Ming-yao, WANG En-yuan, LIU Xiao-fei, WANG Chao. Numerical simulation of rockburst prevention effect by blasting pressure relief in deep coal seam[J]. , 2011, 32(8): 2539 -2543 .
[9] ZHU Yuan-guang，LIU Quan-sheng，ZHANG Cheng-yuan，SHI Kai. Nonlinear viscoelastic creep property of rock with time-temperature equivalence effect[J]. , 2012, 33(8): 2303 -2309 .
[10] LU Qiang，WANG Zhan-Jiang，LI Jin，GUO Zhi-Yun，MEN Chao-Ju. Linear viscoelastic constitutive relation of loess under spherical stress wave[J]. , 2012, 33(11): 3292 -3298 .
Copyright © Rock and Soil Mechanics, All Rights Reserved.
Tel: 027-87198484, 87199252, 87199253, 87198752　E-mail: ytlx@whrsm.ac.cn
Powered by Beijing Magtech Co. Ltd