土木学会論文集 (Doboku Gakkai rombunshū) - v. 1987, n. 382 (1987)

Erschienen:	1987

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Yanagidani, Takashi / Nishiyama, Satoshi / Terada, Makoto	Anisotropic Development Of Dilatancy In Uniaxially Compressed Granites	63-72
Hirai, Hiroyoshi	An Anisotropic Hardening Model For Cyclic Plasticity of Sand	217-225
Kudo, Yozo / Hashimoto, Ken-ichi / Sano, Osam / Nakagawa, Koji	Anisotropy Of Granitic Rock In The Inland Sea In Western Japan	45-53
Iizuka, Atsushi / Yoshimine, Tohru / Ohta, Hideki / Hata, Shojiro	BEARING CAPACITY AND STRESS DISTRIBUTION IN K₀-CONSOLIDATED CLAYEY GROUND	255-263
Murata, Hidekazu / Hyodo, Masayuki / Yasufuku, Noriyuki	Compressive And Shear Characteristics Of Undisturbed Decomposed Granite Soils Paying Attention To The Degrees Of Weathering	131-140
Onitsuka, Katsutada / Yoshitake, Sigeki	CONSIDERATION ON THE VARIATION OF STRENGTH PARAMETERS, c, φ WITH SHEAR DISPLACEMENT	265-268
Hata, Shojiro / Tateyama, Kazuyoshi / Fujimoto, Naoaki	Determination Of Construction Standard In Soil Compaction Based On The Soil Behaviour Due To Wetting	227-235
Kondo, Hiroshi / Sato, Katsumori / Sugiyama, Noboru	Experimental Study On The Bulldozing Resistance Arising At The Track Side Of Tracked Vehicle Under Steering Motion	209-216
Sekiguchi, Koji / Oishi, Hiroshi	Experimental Study On The Effectiveness Of Stabilizing Techniques Of Underground Pipelines Against Liquefaction	175-181
Yamaguchi, Hareyuki / Zushi, Mutsuo / Ohira, Yoshinori / Kogure, Keiji	A Few Considerations On Triaxial Shear Properties Of Peat	111-120
Ogawa, Shoji / Kamei, Takeshi / Fukuda, Makoto / Sasaki, Yoshiji	The Fundamental Studies On The Frost Heaving In Cohesive Soil Stratum	149-156
Aoki, Kazuo / Kamon, Masashi	Identification Of Parameters In Inhomogeneous Aquifer	91-99
Suzuki, Otohiko	The Lateral Flow Of Soil In Soft Clay Foundation Under Embankments	15-34
Shibata, Toru / Sekiguchi, Hideo	Lateral Soil Movements Under Embankment Loads	1-14
Kamei, Takeshi / Ogawa, Shoji / Kimura, Yoshitomi / Fukuda, Makoto	The Mechanism Of Frost Heaving In Unsaturated Cohesive Soil	201-208
Yatomi, Chikayoshi / Fujii, Kiyoshi / Kikuti, Tadashi / Nakagawa, Koji	Mixed Mode Fracture Criterion By Combined Stress Hypothesis And Its Experimental Verification	193-199
Yanagidani, Takashi / Yamada, Hiroaki / Terada, Makoto	The Observation Of Faulting Process In Rock By Computer Tomography	73-82
Nakase, Akio / Kimura, Tsutomu / Takemura, Jiroh / Hagiwara, Toskiyuki	On The Bearing Capacity Of Soft Clay With A Surface Crust	237-244
Yamabe, Tadashi / Hara, Natsuo / Oda, Masanobu	Parameter Determination In Elastic Analysis Of Jointed Rock Masses By Crack Tensor Theory	121-130
Kurata, Tadahiro / Miyamoto, Takeshi	Propositions Of Standard Judgement Related Stability Of Tunnel Face In Loosen Sand Layer	245-254
Hirashima, Ken-Ichi / Hamano, Hiroki	Some Basic Reconsiderations For Determination Methods Of Stresses In Anisotropic Elastic Medium	141-147
Kiyama, Hideo / Fujimura, Hisashi / Nishimura, Tsuyoshi	Study On Material Constants Of Distinct Element Method Using Shear Models	167-174
Kimura, Tsutomu / Takemura, Jiro	A Study On The Deformations And Bearing Capacities Of Normally Consolidated Clay Layers Under Strip Loading	157-166
Shioi, Yukitake / Fukui, Jiro / Nakanishi, Shinnosuke / Noyama, Hiroyoshi	A Study On The Design Method Of Multi-column Foundations	101-110
Hata, Shojiro / Higakt, Yoshio / Aoi, Minory / Ashida, Shigeki	Study On The Monitoring In Deep Mixing Method	35-43
Sakurai, Shunsuke / Shimizu, Norikazu / Tsubouchi, Tatsuya	Three-dimensional Back Analysis Method Of Measured Displacements Of Underground Openings By Means Of The Boundary Element Method	55-61
Yanagidani, Takashi / Terada, Makoto	Water Infiltration In Rock Observed By Ct Using P And S Waves	83-89
Murata, Hidekazu / Hyodo, Masayuki / Yasufuku, Noriyuki	Yield Characteristics Of Dense Sand Under Low And High Pressure	183-192

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土木学会論文集 (Doboku Gakkai rombunshū) - v. 1987, n. 382 (1987)

Artikel in dieser Ausgabe

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土木学会論文集 (Doboku Gakkai rombunshū) - v. 1987, n. 382 (1987)

Artikel in dieser Ausgabe

Sie haben Ihr monatliches Download-Limit überschritten! Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen. Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

Pflichtangaben

Sie haben Ihr monatliches Download-Limit überschritten!

Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen.
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