求助：有关”交通荷载下软土地基的沉降问题“的文献
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 &h1.9AO
下面是文献的相关信息，麻烦帮我找一下 [(Z{5gK
[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. wrw4Uxq
[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. | Q0Wv8/
[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). TmI~P+5w
[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. ~z;G$jd
[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. x-0O3IIE
[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. yU ?TdM\
[7] Li, D, Selig, E T. Cumulative plastic deformation for fine grained subgrade soils[J]. J. Geotech. Eng., 1996,122(12):1006–1013. g!/O)X3
[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. 3a|I| NP
[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. Z=c&</9e
[10] Yasuhara K，Yamaouchi T, Hirao, K. Cyclic Strength and Deformation of Normally Consolidated Clay[J]. Soil and Foundation, 1982, 22(3):77-91. &E& _Z6#
[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. B!J~ t8
[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. $, I%g<
[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. ^T>P
[14] Matasovie N. Generalized cyclic degradation Pore Pressure Generation Model for Clays[J]. Journal of Geotechnical Engineering Division, ASCE, 1995, 121(l):33-41. 5t=7-
[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). 3UR'*5|'
[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). zG^|W8um_
^*g= 65!1
我这边的数据库有限，能帮得上忙的请冒个泡啊 uW 7Yem&
