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《》 1989-02
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INQUIRE INTO THE ENGINEERING CHARACTERISEICS OF SOIL

Sun Shunsong  
The research shows that there is a transition soil which has its own attributes between clay soil and sand soil. Therefore it is vitally important to classify and evaluate them in engineering practice. The auther believes that this transition soil is silty soil substatially. it is proposed that this transition soil is called lowplastic soii in order to distinguish from silty soil on the plastic chart. In this paper the unique engineeringcharacteristes of lowplastic soil is studied in bound moisture content, granubar constituents, anti-Iiguefaction characteristics permibility, defor?mation and strength ete., we suggests using more than 0.1 mm granular which contains 40% as classification bound between lewplastic soil and sand soil, and usiag plastic index Ip = 10 as that between Iowplastic soil and clay soil.
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【Citations】
Chinese Journal Full-text Database 1 Hits
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【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 Shi Zhaoji Yu Shousong (Institute of Engineering Mechanics,State Seismological Bureau)Wang Yuqing (Central Research Institute of Building and Construction,MMI)Yang Shihong(Exploratory Department of Tianjing);PREDICTION OF LIQUEFACTION POTENTIAL OF SATURATED CLAYEY SILT[J];Earthquake Engineering and Engineering Vibration;1984-03
2 He Guangna and Guo Ying (Dalian University of Technology);FUZZY MULTIFACTORIAL EVALUATION ON LIQUEFACTION OF LIGHT LOAM[J];Earthquake Engineering and Engineering Vibration;1988-03
3 LI Shun-qun1,2 , LUAN Mao-tian2,3 , DING Wei4 , WANG Qiang5 (1. School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian 116024, P.R.China; 2. Department of Civil Engineering, Liaoning Institute of Technology, Jinzhou 121001, P.R.China; 3. State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, P.R.China 4. Shenyang Architecture Engineering Design Institute, Liaoning Shenyang 110011, P.R.China 5. Department of Education Service, Logistical Engineering University, Chongqing 400016, P.R.China);A REVISED CUSP CATASTROPHE MODEL FOR PREDICTING LIQUEFACTION POTENTIAL OF SOILS INDUCED BY EARTHQUAKE[J];Engineering Mechanics;2005-02
4 RUAN Yong fen,HOU Ke peng (The Faculty of Architectural Engineering,Technology Institute of Kunming 650093,China);The Development Trend and Existed Problem of Sandy Ioam's Earthquake Iiquefaction[J];JOURNAL OF KUNMING UNIVERSITY OF SCIENCE AND TECHNOLOGY;2000-01
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7 SHAN Hong-xian~1,DUAN Zhao-chen~1,LIU Zheng-yin~2,JIA Yong-gang~1(1.Ocean University of China,Qingdao 266003,China;2.Shandong Provincial Communications Planning and Design Institute,Jinan 250031,China);Repeated liquefaction and the effect on properties of silt[J];Journal of Hydraulic Engineering;2006-01
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