Earthquake geotechnical engineering. Volume 2 / Сейсмическая геотехника. Том 2

4 Underground and buried structures

Designing tunnel linings upon seismic effects A? A? Fotieva & N. S. Bulychev

Dynamic behaviour of a foundation-soil-artificial block system 'I: Siemer

Stochastic analysis of underground structures subject to earthquake loading H. R.Zhang, Z R Kuang & G.A Cao

Seismic resistance and design of shield tunnel lining with a new internal lining J. Tohda, H. Yano & J Tomita

Experimental study on the effects of vertical shalung on the behavior of underground pipelines Y Mohri, T. Kawabata & H. I. Ling

Simulation analysis on countermeasure testing for underground pipeline Y Mohri, A Yuasa, I: Kawabata & H. I. Ling

Design spectra for the seismic deformation method defined on ground surface S. Sawada, K. Toki & S. Takuda

5 Liquefaction

Preventing tunnel flotation due to liquefaction B. Schmidt & YM.A Hashash

Studies of the state parameter and liquefaction resistance of sands YC.Chen & T. S. Liao

Liquefaction resistance based on the energy dissipation capacity EYanagisawa, M. Kazama & 'I: Kagatani

Liquefaction potential of sand by torsional shear test M. Dehghani, G. Habibagahi, AGhahramani & J. Berrill

Liquefaction of improved ground at Port Island, Japan, during the 1995 Hyogoken-nanbu earthquake NYoshida & K. Ito

Prototype piezovibrocone for evaluating soil liquefaction susceptibility C. M. Wise, RWMayne & LA. Schneider

Prediction of liquefaction-induced deformations of river embankments S. Okada, R. I? Orense, Y: Kasahara & I. Towhata

Resistance against liquefaction of ground improved by sand compaction pile method J. Ohbayashi, K. Harada & M.Yamamoto

A simplified method to evaluate liquefaction-induced deformation S. Yasuda, N. Yoshida, H. Kiku, K. Adachi & S. Gose

Zoning for liquefaction risk in an Italian coastal area using CPT I: Crespellani, C. Madiai & G. Vannucchi

Analysis of full-scale tests on piles in deposits subjected to liquefaction M. Cubrinovski, K. Ishihara & K. Furukawazono

A study on liquefaction strength characteristics of sand mixed with gravel H. Nagase, A. Hiro-oka & I: Kuriya

Decrease of liquefaction susceptibility by preloading, measured in simple-shear tests CA. Stamatopoulos, A. C. Stamatopoulos & I? C. Kotzias

Microzonation for liquefaction in northern coast of Anazali lagoon, Iran S. M. Mir Mohammad Hosseini

Geotechnical seismic retrofit evaluation 1-57 Bridge over Illinois State Route 3 G. M. S. Manyando, T. L. Cooling, S M. Olson & J. Zdankiewicz

Dynamic interaction at an embankment dam base and estimation of incident seismic waves using observations at dam base Tlwashita, T h e & H.Yoshida

Stone column and vibro-compaction of liquefiable deposits at a bridge approach J. Zdankiewcz & R. M. Wahab

How liquefiable are cohesive soils? VG. Perlea, J. P Koester & S. Prakush

Liquefaction of silty soils B.M. Das, VK. Puri & S. Prakash

Case study for pile foundation damaged by soil liquefaction at inland site of artificial island N Sento, K Goto, S. Namba, K. Kobayashi, H. Oh-oka & K. Tokirnatsu

Liquefaction-induced failure of a bridge embankment Th. Tika & K. Pitilakis

A simulation study on liquefaction using DEM H. Nakase, TTakeda & M.0da

Behaviour of reinforced sand under liquefaction S. Saran, M. K.Gupta & 0. I? Singh

6 Slopes and embankments

Seismic behaviour of dams subjected to earthquake induced hydro-dynamic forces S. PGopal Madabhushi

Two dimensional seismic response of solid-waste landfills E. M. Rathje & J. D. Bray

Seismic behaviour of solid waste Grhdola landfill Sgco e Pinto, A Mendonga, A Vieira & L. Lopes 

Static stability, pseudo-static seismic stability and deformation analysis of end slopes R. M. Wahab & G. B. Heckel

Laboratory evaluation of the Newmark procedure for assessing seismically-induced slope deformations J. Wartman, R. B. Seed, J. D. Bray, M. F: Riemer & E. M. Rathje

Centrifuge model studies of the seismic response of reinforced soil slopes L. Nova-Roessig & A? Sitar

Evaluation of residual displacement of slopes during earthquake based on a simple cyclic loading model A. Wakai & K Ugai

Model tests on a seismic failure of an embankment due to soil liquefaction Y; Sasaki, J. Ohbayashi, A Shigeyama & Y;Ogata

Earthquake response analysis of a high embankment on an existing hill slope S. Iai, K. Ichii, Y Sat0 & R. Kuwazima

Seismic design of lined face earth dams J. H. Troncoso, AJ. Krause & P G Corser

Seismic behavior of Shimagami pumping station and Seibu sewage treatment plant J. Koseki, 0. Matsuo & TYoshizawa

Near field earthquake synthesis R. C. Cdmara

7 Codes, standards and safety evaluation

Reduction of seismic vulnerability by geomaterial attenuation procedures Ad' Onofrio, C. Mancuso & F: Silvestri

Effect of sheet piling as a measure against liquefaction-induced embankment failure M. Okamura, 0. Matsuo & Y: Koga

8 Recent earthquakes

Geotechnical aspects of the 1995 Aegion, Greece, earthquake G. D. Bouckovalas, G. Gazetas & A G. Papadimitriou

Nasca earthquake, November 12,1996, Peru J. E.Alva Hurtado & D. Vasquez Lopez

Amplification characteristics of earthquake motion and damage during 1997 Kagoshihmaken-hokuseibu earthquake, Japan H. Kiku, I. Suetorni & h? Yoshida

Seismological, geological, geotechnical and engineering of the July 9, 1997 Cariaco, Venezuela earthquake J. Murria & A. Herna'ndez

A down-hole experiment and geotechnical investigations at Fabriano, Italy TCrespellani, R. De Franco, A. Marcellini & M. Maugeri

The Faial, Pico, Siio Jorge Azores earthquake of July 9,1998 C. S. Oliveira & A. M. Malheiro

Damages due to Northern Iwate Prefecture Earthquake, September 3,1998 S. Nakarnura, M. Kazarna, A. Kobayashi & TOsumi