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Internationale Datenbank und Galerie für Ingenieurbauwerke

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Soils and Foundations - v. 36, n. 4 (Dezember 1996)

Erschienen:	Dezember 1996

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Nakano, Ryoki / Shimizu, Hideyoshi / Nishimura, Shinichi	Cause of Swelling Phenomena in Tunnelling and a Proposal for a Design Procedure for a Swelling Tunnel	101-112
Motta, Ernesto	Earth Pressure On Reinforced Earth Walls Under General Loading	113-117
Kamon, Masashi / Ying, Changyun / Katsumi, Takeshi	Effect of Acid Rain on Lime and Cement Stabilized Soils	91-99
Yamashita, Satoshi / Toki, Shosuke / Suzuki, Teruyuki	Effects of Membrane Penetration on Modulus and Poisson’s Ratio for Undrained Cyclic Triaxial Conditions	127-133
Hatanaka, Munenori / Uchida, Akihiko	Empirical Correlation Between Penetration Resistance and Internal Friction Angle of Sandy Soils	1-9
Shibuya, Satoru / Tanaka, Hiroyuki	Estimate of Elastic Shear Modulus In Holocene Soil Deposits	45-55
Nakano, Ryoki / Shimizu, Hideyoshi / Nishimura, Shinichi / Nakazato, Hiroomi	Estimation of Pore Pressure in Disturbed Mudstone from Natural Water Content with Special Reference to Landslide and Squeezing-Swelling Tunnel	81-89
Bouckovalas, George	Evaluation of Cyclic Model Tests on Anchor Piles in Clay	57-70
Fujikawa, Kazuyuki / Miura, Norihiko / Beppu, Itsuo	Field Investigation on the Settlement of Low Embankment due to Traffic Load and Its Prediction	147-153
Sirovich, Livio	In-Situ Testing of Repeatedly Liquefied Gravels and Liquefied Overconsolidated Sands	35-44
Hori, Muneo	Micromechanical Analyses on Granular Column Formation and Macroscopic Deformation	71-80
Bergado, Dennes T. / Chai, Jin-chun / Miura, Norihiko	Prediction of Pullout Resistance and Pullout Force-Displacement Relationship for Inextensible Grid Reinforcements	11-22
Miura, Seiichi / Kawamura, Shima	A Procedure Minimizing Membrane Penetration Effects in Undrained Triaxial Test	119-126
Sirovich, Livio	Repetitive Liquefaction at a Gravelly Site and Liquefaction in Overconsolidated Sands	23-34

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Veröffentlicht am:
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