不知有没有同济或浙大的同行们，我想找一些有关“交通荷载下软土地基的沉降问题”的文献 GOGS"q
下面是文献的相关信息，麻烦帮我找一下 X ^dasU{*
[1] M. L. Cooper et al. Movements in the Piccadilly Line tunnels due to the Heathrow Express construction[J]. Geotechnique, 2002, 52(4):243–257. $L( ,lB
[2] K. Komiy et al. Settlement behaviour of a shield tunnel constructed in subsiding reclaimed area[C]. Geotechnical Aspects of underground Construction in Soft Ground-Proc. of the 5th International Conference of TC28 of The ISSMGE, 2006, Taylor & Francis, 239-244. 4Y I6&
[3] Tarumi,N, Sunaga M. Behaviours of Low Embankments on Soft Grounds during Train Passage[J]. Proc JSCF, 1988，(400/III-10):l-11(in Japanese). 6W
[4] Hyde, A F L, Ward J. A Pore Pressure and stability model for a silty clay under repeated loading[J]. Geotechnique, 85, (2):113-125. c%O97J.5b
[5] Hyodo M, mamoto et al. Undrained cyclic shear behaviour of normally consolidated clay subjected to initial static shear stress[J]. soil and foundations,1994, (4):l-11. s o1
[6] Monismith, C L, Ogawa, N, Freeme, C R. Permanent deformation characteristics of subsoil due to repeated loading[J]. Transp. Res. Rec., 1975, 537:1–17. aCH;l~+U
[7] Li, D, Selig, E T. Cumulative plastic deformation for fine grained subgrade soils[J]. J. Geotech. Eng., 1996,122(12):1006–1013. yPT o,,ca=
[8] Hyodo M, Yamamoto et al. Undrained cyclic shear behaviour of normally consolidated clay subjected to initial static shear stress[J]. soil and foundations, 1994,34(4):l-11. c$)>$&([
[9] Akira Sakai, Lawalenna Samang, Norihiko Miura. Partially-drained cyclic behavior and its application to the settlement of a low embankment road on silty-clay[J]. Japanese Geotechnical Society. 2003, 9:33-46. 5D=U.UdR
[10] Yasuhara K，Yamaouchi T, Hirao, K. Cyclic Strength and Deformation of Normally Consolidated Clay[J]. Soil and Foundation, 1982, 22(3):77-91. gx^_bH h
[11] Koutsoftas D C. Effects of Cyclic Loads on Undrained Strength of Two Marine Clays[J]. Journal of Geotechnical Engineering Division, ASCE, 1978, 104(5):609-620. ]@cI _n
[12] Matsui T et al. Cyclic Stress-strain History and Shear Characteristics of Clay[J]. Journal of Geotechnical Engineering Division, ASCE, 1980, 106(10):1101-1120. 6T+y m9
[13] Hyde A F L, et al. A Pore Pressure and Stability Model for a Silty Clay under Repeated Loading[J]. Geotechnique, 1985, 35(2):113-125. F'>yBDm*OM
[14] Matasovie N. Generalized cyclic degradation Pore Pressure Generation Model for Clays[J]. Journal of Geotechnical Engineering Division, ASCE, 1995, 121(l):33-41. k%u fgHl!
[15] Hyodo M, Yasuhara, K, Murata H. Deformation analysis of the soft clay foundation of low embankment road under traffic loading[J]. Proc., 31st Symposium of Japanese Society of Soil Mechanics and Foundation Engineering, 1996, 27–32 (in Japanese). %).I &)i
[16] Kutara, K, Miki, H, Mashita, Y, Seki, K. Settlement counter measures of the road with low embankment on soft ground[J]. Tech. Rep. of Civil Eng., JSCF, 1980, 22(8):13–16 (in Japanese). S&-F(#CF^
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我这边的数据库有限，能帮得上忙的请冒个泡啊 ;7EeR M*
