Toshiyuki Mitachi

发表

STABILITY OF TRENCH EXCAVATION UNDER CONSTRUCTION MACHINERY LOAD

Yasuo Toyosawa, Toshiyuki Mitachi, Junjie Yang, 2005 .

EFFECT OF CONSOLIDATION DURATION ON THE UNDRAINED SHEAR BEHAVIOR OF COHESIVE SOILS

Toshiyuki Mitachi, Yoshiaki Oda, Hayato Kitoh, 1989 .

Long-term settlement behavior of deep peaty soft ground during embankment loading with vacuum preconsolidation

Akira Sano, Toshiyuki Mitachi, Nobutaka Yamazoe, 2004 .

DEVELOPMENT OF REAL-TIME JUDGEMENT TECHNIQUE FOR DETECTING THE CHANGE OF EARTH STRATA DURING CONSTRUCTION OF AUGER EXCAVATION

Hiroshi Furuya, Toshiyuki Mitachi, Fujio Itoh, 2000 .

Correction Method of Settlement Values Obtained by Remote Control Plate Loading Test in Pneumatic Caisson Foundation Work

Toshiyuki Mitachi, Motoharu Sato, Tetsukazu Kida, 2010 .

LABORATORY SIMULATION OF VACUUM PRELOADING METHOD BY TRIAXIAL TEST

Toshiyuki Mitachi, Hideaki Takahashi, Atsushi Kozai, 2002 .

DEFORMATION AND STRENGTH CHARACTERISTICS OF COHESIVE SOIL OBTAINED BY CONSOLIDATED CONSTANT VOLUME DIRECT SHEAR TEST

Toshiyuki Mitachi, Hiroshi Oikawa, Satoru Shibuya, 2001 .

Quantifying Deformation Modulus of Reconstituted Clays at Small Strains.

Toshiyuki Mitachi, Takayuki Kawaguchi, Satoru Shibuya, 1999 .

Method for Predicting In-Situ Undrained Strength Based on the Suction and qu Value of Highly Organic Soil Consolidated Under Anisotropic Stress Condition.

Toshiyuki Mitachi, Masaki Tsushima, 1998 .

PREDICTION OF LATERAL DEFLECTION OF DIAPHRAGM WALL IN DEEP EXCAVATIONS

Herbert H. Einstein, Toshiyuki Mitachi, Toru Masuda, 1994 .

DETERMINATION OF SHEAR WAVE VELOCITY BY BENDER ELEMENTS USING VARIABLE-PATH LENGTH METHOD

Toshiyuki Mitachi, Tirawat Boonyatee, Kok-Hooi Chan, 2009 .

Determination of strength parameters for landslide slope stability analysis by laboratory test and inverse calculation engagement

Toshiyuki Mitachi, Masahiro Ishibashi, Masafumi Okawara, 2003 .

Prediction of Slope Failure Using Highly Accurate Tilt Sensors

Yasuo Toyosawa, Toshiyuki Mitachi, Kazuya Itoh, 2008 .

On the Role of Geotechnical Engineering related with Environmental Problems

Toshiyuki Mitachi, 1999 .

EFFECT OF ANISOTROPIC CONSOLIDATION ON RESIDUAL EFFECTIVE STRESS AND UNCONFINED COMPRESSIVE STRENGTH OF HIGHLY ORGANIC SOIL

Toshiyuki Mitachi, Toshihiro Ogino, Masaki Tsushima, 2003 .

YIELDING BEHAVIOR OF CLAY AFTER EXPERIENCING ANISOTROPIC AND ISOTROPIC PRELOADING HISTORIES

Toshiyuki Mitachi, Fumihiko Fukuda, T. Mitachi, 2003 .

Determination of horizontal consolidation coefficient for peaty ground improved by plastic board drain

Hiroyuki Tanaka, Toshiyuki Mitachi, Hiroyuki Tanaka, 2013 .

VERIFICATION OF AN EQUIVALENT SIMULATION METHOD FOR A CLAY-SAND-CLAY SUBSOIL PRECONSOLIDATED BY VACUUM-SURCHARGE

Toshiyuki Mitachi, Tuan Anh Tran, 2009 .

NEW METHOD OF PREDICTING PENETRATION RESISTANCE OF SKIRT-SUCTION FOUNDATIONS AND ITS VERIFICATION THROUGH FIELD OBSERVATION

Naoki Masui, Masato Ito, Toshiyuki Mitachi, 2004 .

STUDY ON THE MECHANISM OF GENERATING LATERAL EARTH PRESSURES USING CENTRIFUGE WITH MOVABLE EARTH SUPPORT EQUIPMENT

Yasuo Toyosawa, Toshiyuki Mitachi, Kazuya Itoh, 2005 .

GRAIN SIZE DISTRIBUTION AND COMPACTION PROPERTIES OF CONCRETE WASTE

Toshiyuki Mitachi, Jun Imai, Eiji Yanagisawa, 1997 .

A Conversion Procedure Using Plane Strain Cell For Modeling of a Test Vacuum-embankment On Soft Peaty Ground

Toshiyuki Mitachi, Tuan Anh Tran, 2007 .

APPLICABILITY OF ISOTACH MODEL TO UNDRAINED DEFORMATION BEHAVIOUR OF CLAY

Toshiyuki Mitachi, Satoru Shibuya, Kouji Taniguchi, 2002 .

FREQUENCY RESPONSE CHARACTERISTICS OF BENDER ELEMENT TEST SYSTEM IDENTIFIED BY FREQUENCY-SWEPT SIGNAL INPUT —INFLUENCE ON ACCURACY OF RECEIVED WAVEFORM RECONSTRUCTION—

Takayuki Takahashi, Toshiyuki Mitachi, Hiroshi Oikawa, 2010 .

DIRECT SHEAR TESTING METHOD AS A MEANS FOR ESTIMATING GEOGRID-SAND INTERFACE SHEAR-DISPLACEMENT BEHAVIOR

Toshiyuki Mitachi, Tsutomu Nakamura, Isao Ikeura, 1999 .

ESTIMATING METHOD FOR THE IN-SOIL DEFORMATION BEHAVIOR OF GEOGRID BASED ON THE RESULTS OF DIRECT BOX SHEAR TEST

Toshiyuki Mitachi, Tsutomu Nakamura, Isao Ikeura, 2003 .

MODELLING FOR THE STRESS-STRAIN BEHAVIOR OF ANISOTROPICALLY LIGHTLY OVERCONSOLIDATED CLAY

Toshiyuki Mitachi, Yukihiro Kohata, T. Mitachi, 1989 .

In-Soil Creep Deformation Behavior of Geogrid and Its Estimation Method.

Toshiyuki Mitachi, Tsutomu Nakamura, 2002 .

Undrained strength of highly organic soil and its suction measured before shear test.

Toshiyuki Mitachi, Masaki Tsushima, Go Ishikawa, 1995 .

Equivalent plane strain modeling of vertical drains in soft ground under embankment combined with vacuum preloading

Toshiyuki Mitachi, Tuan Anh Tran, 2008 .

Coefficient of earth pressure at rest for normally and overconsolidated peat ground in Hokkaido area

Toshiyuki Mitachi, Hiroyuki Tanaka, Satoshi Nishimoto, 2012 .

Case Studies of In-Situ Structure of Natural Sedimentary Clays

Toshiyuki Mitachi, Satoru Shibuya, Chul Seng Hwang, 2000 .

The influence of filter strip shape on consolidated undrained triaxial extension test results

Toshiyuki Mitachi, Yukihiro Kohata, T. Mitachi, 1988 .

METHOD FOR PREDICTING IN-SITU UNDRAINED STRENGTH OF CLAYS BASED ON THE SUCTION VALUE AND UNCONFINED COMPRESSIVE STRENGTH

Toshiyuki Mitachi, Yutaka Kudoh, 1996 .

STUDY ON THE UNDRAINED STRESS-STRAIN-STRENGTH PROPERTIES OF ANISOTROPICALLY CONSOLIDATED CLAY

Toshiyuki Mitachi, 1980 .

THE INFLUENCE OF STRESS HISTORY AND STRESS SYSTEM ON THE STRESS-STRAIN-STRENGTH PROPERTIES OF SATURATED CLAY

Toshiyuki Mitachi, T. Mitachi, S. Kitago, 1979 .

Small Strain Shear Modulus of Clay Sedimentation in a State of Normal Consolidation

Toshiyuki Mitachi, Satoru Shibuya, T. Mitachi, 1994 .

Strain Rate Effects on Stress-Strain Behaviour of Clay as Observed in Monotonic and Cyclic Triaxial Tests

Toshiyuki Mitachi, Satoru Shibuya, Seong Chun Hwang, 1996 .

CHANGE IN UNDRAINED SHEAR STRENGTH CHARACTERISTICS OF SATURATED REMOLDED CLAY DUE TO SWELLING

Toshiyuki Mitachi, T. Mitachi, S. Kitago, 1976 .