›› 2013, Vol. 34 ›› Issue (11): 3229-3238.

• Geotechnical Engineering • Previous Articles     Next Articles

Analysis of nonlinear seismic effects of large-scale deep soft site under far-field large earthquake

ZHAN ji-yan1, 2,CHEN Guo-xing1, 2,LIU Jian-da2, 3,LI Xiao-jun1, 4   

  1. 1. Institute of Geotechnical Engineering, Nanjing University of Technology, Nanjing 210009, China; 2. Civil Engineering & Earthquake Disaster Prevention Center of Jiangsu Province, Nanjing 210009, China; 3. Earthquake Administration of Jiangsu Province, Nanjing 210014, China; 4.Institute of Geophysics, China Earthquake Administration, Beijing 100081, China
  • Received:2012-10-07 Online:2013-11-09 Published:2013-11-11

Abstract: Based on the parallel computing cluster platform of ABAQUS, according to the typical stratigraphic profile of downtown area in Suzhou city, a two-dimensional nonlinear analytical model of large-scale deep soft site was established. Comparison of nonlinear seismic effects under artificial seismic wave and far-field ground motion of large earthquake were conducted. The results indicate that: (1) The amplification effect of peak ground acceleration (PGA) under far-field ground motion of large earthquake is especially significant compared with that under artificial seismic wave. There is obvious variability among the PGA of ground surface in different locations due to the horizontal heterogeneity and nonlinearity of ground soils. (2) The deep soft site has a significant filtering effect on the high-frequency ground motion wave whose period is less than 0.3 s. When it is under far-field ground motion, there exists an obvious amplification effect on the long-period seismic wave whose period ranging from 0.85 s to 1.65 s. However, there is also apparent filtering effect on the long-period seismic wave whose period ranging from 2.5 s to 7.0 s. (3) It presents fluctuation phenomenon of PGA distribution with depth and along the lateral direction. There are prominent local focusing effects and filtering reduction phenomenon near the contact surface between different soil layers and in the horizontal heterogeneous soil area; and the PGA amplification effect of soils above 20 m depth is relatively larger than that of other soil layers. (4) Both the spectral characteristics of seismic wave and horizontal heterogeneity of ground soils have obvious influence on the shape of ? spectrum. Besides, three-dimensional curves of spectrum shape those describe the acceleration response spectrum changing with depth are given, which can directly show the soil depth in deep soft site where long and thin underground constructions may occur resonance phenomenon.

Key words: deep soft site, two-dimensional analysis, nonlinear seismic effects, far-field large earthquake, horizontal heterogeneity of site soils, characteristics of long period

CLC Number: 

  • P65
[1] ZHANG Jian-jing , FAN Gang , WANG Zhi-jia , ZHANG Ming , PENG Sheng-en,. Large shaking table test on seismic response of inclined and layered site with small dip angle [J]. , 2015, 36(3): 617-624.
[2] YAN Zhi-xin ,ZHANG Liu-ping ,JIANG Ping ,DUAN Jian ,REN Zhi-hua , . Dynamic response of anchoring overlying red clay rock slope under earthquake action [J]. , 2014, 35(3): 753-758.
[3] CHENG Qiang ,SU Sheng-rui,. Movement characteristics of collapsed stones on slopes induced by Wenchuan earthquake [J]. , 2014, 35(3): 772-776.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] CUI Kai, CHEN Wen-wu, ZHANG Jing-ke, HAN Wen-feng, LIANG Shou-yun. Relationships between microstructure parameters and wind erosion rate of multivariate layered soil in slope[J]. , 2009, 30(9): 2741 -2746 .
[2] LI Jia-gui, CHEN Zheng-han, HUANG Xue-feng, LI Jia. In-site test on earth pressure and saturating collapse test for unsaturated loess Q3 on high slope[J]. , 2010, 31(2): 433 -440 .
[3] JIE Ying, TANG Xiao-wei , LUAN Mao-tian. Finite-element free Galerkin coupling method for sand liquefaction-induced deformation[J]. , 2010, 31(8): 2643 -2647 .
[4] HU Ming-jian, WANG Ren, CHEN Zhong-xue, WANG Zhi-bing. Initiation process simulation of debris deposit based on particle flow code[J]. , 2010, 31(S1): 394 -397 .
[5] ZHANG Jian-xin, LIU Shuang-ju, ZHOU Jia-bin. Analysis of influence of foundation pits excavation unloading by top-down method on engineering structures[J]. , 2010, 31(S2): 218 -223 .
[6] BAI Bing, LI Chun-feng. Elastoplastic dynamic responses of close parallel metro tunnels to vibration loading[J]. , 2009, 30(1): 123 -128 .
[7] XUE Yun-liang, LI Shu-lin, LIN Feng, XU Hong-bin. Study of damage constitutive model of SFRC considering effect of damage threshold[J]. , 2009, 30(7): 1987 -1992 .
[8] REN Zhong, Sheng Qian. Study on the disciplinary structure and its evolution of rock mechanics in China[J]. , 2009, 30(S1): 293 -298 .
[9] ZHANG Jun-hui. Analysis of deformation behavior of expressway widening engineering under different foundation treatments[J]. , 2011, 32(4): 1216 -1222 .
[10] WANG Liang-qing, P.H.S.W. Kulatilake, TANG Hui-ming, LIANG Ye , WU Qiong ,. Kinematic analyses of sliding and toppling failure of double free face rock mass slopes[J]. , 2011, 32(S1): 72 -77 .