›› 2016, Vol. 37 ›› Issue (S1): 400-408.doi: 10.16285/j.rsm.2016.S1.052

• Geotechnical Engineering • Previous Articles     Next Articles

Site evaluation system based on modified multifactor interaction matrix ——A case study of CSNS project site

LI Kun1, 2, SHANG Yan-jun1, JIANG Yi1, HE Wan-tong1, LIN Da-ming3, CHANG Jin-yuan4, CHEN Yan-wei5   

  1. 1. Key Laboratory of Shale Gas and Geoengineering, Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029, China; 2. National Engineering Laboratory for Surface Transportation Weather Impacts Prevention, Broadvision Engineering Consultants, Kunming, Yunnan 650041, China; 3. Research Institute of Highway, Ministry of Transport,Beijing 100088, China; 4. College of Civil Engineering, Shaoxing University, Shaoxing, Zhejiang 312000, China;5. Institute of High Energy Physics, Chinese Academy of Sciences, Beijing 100049, China
  • Received:2015-09-08 Online:2016-06-16 Published:2018-06-09
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (41372324), the Major State Basic Research Development Program of China (973 Program) (2014CB046901) and the Opening Research Fund of National Engineering Laboratory for Surface Transportation Weather Impacts Prevention (NELXX201603).

Abstract: The determination of the weights of the influencing factors in evaluating the suitability of engineering sites varies greatly among the conventional methods which are generally found unreliable when applied to some engineering sites with complex geology for their failure to reveal the complex relationships between the geological factors. To satisfy the need of selecting proper sites for large-scale key projects, we improve the constant weight to variety weight and introduce the matrix of multifactor interactions into the suitability evaluation of engineering sites, and propose the concept of engineering site suitability index (ESSI), a comprehensive index which is capable of considering the correlations between the influencing factors and the variation of their impact under various tamporospatial dimensions; and therefore put forward a multi-discipline system for evaluating the suitability of engineering sites. The system is used in the site selection for China Spallation Neutron Source(CSNC) Project, and found applicable and reliable by the follow-up engineering investigation. The ESSI system which is based on the matrix of multi-factor interactions is proved scientific, reasonable, and applicable by case studies; and it is expected to provide a reference for similar large-scale engineering

Key words: site, weight, multi-factor interaction matrix, variety weight, engineering site suitability index(ESSI)

CLC Number: 

  • TU 45
[1] SHI Lin-ken, ZHOU Hui, SONG Ming, LU Jing-jing, ZHANG Chuan-qing, LU Xin-jing, . Physical experimental study on excavation disturbance of TBM in deep composite strata [J]. Rock and Soil Mechanics, 2020, 41(6): 1933-1943.
[2] YANG Kai-xuan, HOU Tian-shun. Influence of compaction test types on compaction characteristics of EPS particles light weight soil [J]. Rock and Soil Mechanics, 2020, 41(6): 1971-1982.
[3] LI Ping, ZHANG Yu-dong, BO Tao, GU Jun-ru, ZHU Sheng. Study of ground motion effect of trapezoidal valley site based on centrifuge shaking table test [J]. Rock and Soil Mechanics, 2020, 41(4): 1270-1278.
[4] ZHU Yan-peng, YAN Zi-hao, ZHU Yi-fan. Stability calculation of micro steel tube mortar composite pile in soil [J]. Rock and Soil Mechanics, 2020, 41(4): 1339-1346.
[5] LU Wei, ZHAO Dong, LI Dong-bo, MAO Xiao-fei. Analytical method for dynamic response of fully grouted anchorage system of rammed earth sites [J]. Rock and Soil Mechanics, 2020, 41(4): 1377-1387.
[6] HOU Xiao-ping, CHEN Sheng-hong. Simulation of variably-saturated flow in fractured porous media using composite element method [J]. Rock and Soil Mechanics, 2020, 41(4): 1437-1446.
[7] LANG Rui-qing, YANG Ai-wu, YAN Shu-wang, . Analysis of consolidation properties of rigid pile composite foundation based on modified equal strain assumption [J]. Rock and Soil Mechanics, 2020, 41(3): 813-822.
[8] HUANG Yu-hua, XU Lin-rong, ZHOU Jun-jie, CAI Yu, . Calculation of pile-soil stress in pile-net composite foundation based on improved Terzarghi method [J]. Rock and Soil Mechanics, 2020, 41(2): 667-675.
[9] GUO Yuan-cheng, LI Ming-yu, ZHANG Yan-wei, . Incremental analytical method for prestressed anchor and soil nail wall composite support system [J]. Rock and Soil Mechanics, 2019, 40(S1): 253-258.
[10] HE Fa-guo, LÜ Ran, SU Hua-zhong, ZHOU Jin, ZHANG Jing-ke, WANG Nan, . Durability test and reinforced mechanism on adding SH materials into soil of archaeological sites [J]. Rock and Soil Mechanics, 2019, 40(S1): 297-307.
[11] YE Guan-bao, ZHENG Wen-qiang, ZHANG Zhen, . Investigation on distribution of negative friction of frictional piles in large filling sites [J]. Rock and Soil Mechanics, 2019, 40(S1): 440-448.
[12] YANG Dao-xue, ZHAO Kui, ZENG Peng, ZHUO Yu-long, . Numerical simulation of unknown wave velocity acoustic emission localization based on particle swarm optimization algorithm [J]. Rock and Soil Mechanics, 2019, 40(S1): 494-502.
[13] WU Mei-su, ZHOU Cheng, WANG Lin, TAN Chang-ming, . Numerical simulation of the influence of roots and fissures on hydraulic and mechanical characteristics of the soil [J]. Rock and Soil Mechanics, 2019, 40(S1): 519-526.
[14] WU Jin-liang, HE Ji, . Composite element model for dynamic excavation simulation of rock slope [J]. Rock and Soil Mechanics, 2019, 40(S1): 535-540.
[15] ZHANG Lei, WANG Ning-wei, JING Li-ping, FANG Chen, DONG Rui, . Comparative experiments of different electrode materials on electro-osmotic consolidation [J]. Rock and Soil Mechanics, 2019, 40(9): 3493-3501.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!