堆積構造の異方性が砂質土および粘性土の擬似弾性係数に及ぼす影響 (2006)
堀智, 仁, 山下, 聡, 山口, 岳志, 鈴木, 輝之, HORI, Tomohito, YAMASHITA, Satoshi, ...
砂質土および粘性土の擬似弾性係数に及ぼす堆積構造の異方性の影響を調べるために，堆積構造の異なる供試体を作製し，ベンダーエレメントを用...
凍土における地中レーダ探査法と高密度電気探査法の適用研究 (2006)
中埜, 貴元, 酒井, 英男, 鈴木, 輝之, 田中, 謙次, 飯田, 肇
凍土の発生機構の研究において、基本となる凍結面の深度や分布については、凍結深度計を用いた“点”の調査が主流となっており、凍結面の平面...
異方応力状態でのせん断波速度に及ぼす伝播方向と堆積方向の影響 (2002)
山下, 聡, 堀, 智仁, 鈴木, 輝之, Yamashita, Satoshi, Hori, Tomohito, Suzuki, Teruyuki
異方応力状態でのせん断波の伝播速度に及ぼす伝播方向と供試体の堆積方向の影響を明らかにするために，水平方向に堆積した試料から供試体の軸...
凍結サンプリング試料と再構成試料のせん断波速度と液状化強度 (2002)
堀, 智仁, 山下, 聡, 鈴木, 輝之, Hori, Tomohito, Yamasita, Satoshi, Suzuki, Teruyuki
堆積構造と応力の異方性が砂質土の初期せん断剛性に及ぼす影響 (2001)
山下, 聡, 喜多川, 俊介, 堀, 智仁, 鈴木, 輝之, Yamashita, Satoshi, Kitagawa, Shunsuke, ...
砂質土の初期剛性に及ぼす堆積構造の異方性の影響を調べるために，堆積構造の異なる三軸供試体を作製し，ベンダーエレメントを用いてせん断波...
鈴木, 輝之, 土岐, 祥介, Teruyuki, SUZUKI, Shosuke, TOKI
It is a well known fact that stress history is one of the most important factors determining the liquefaction characteristics of sand. Consequently the liquefaction potential of a sand layer in the...
The accumulation of volumetric strain under cyclic stress is one of the important properties of soil associated with the liquefaction or settlement of sand deposits during earthquakes. The purpose of...
When dry sand is subjected to cyclic shear stress, the residual deformation increases successively. The clarification of this phenomenon is very important, because it concerns the behavior of soil...
フォールコーン法による液性塑性量限界の測定（第３報） (1977)
The purpose of this study is to confirm experimentally that the method of simultaneus determination of liquid and plastic limits by fall cone test can be applied practically. Through several studies...
異方圧密した粘性土の一軸圧縮試験と三軸圧縮試験の比較（第三報） (1976)
山田, 洋右, 鈴木, 輝之, YAMADA, Yoou, SUZUKI, Teruyuki
The unconfined compression test is conveniently used for measuring the undrained strength of cohesive soils because of its simplicity. In the natural ground, soils are consolidated...
フォールコーン法による液性塑性両限界の測定（第２報） (1975)
In this paper，some results of experimental studies on the method of simultaneous determination of liquid and plastic limits by the fall cone test are described. Through several studies on measuring...
粘性土における一軸圧縮試験と三軸圧縮試験の比較（第二報） (1975)
山田, 洋右, 鈴木, 輝之, YAMADA, Yoou, SUZUKI, Teruyuki
The unconfined compression test is conveniently used for measuring the undrained strength of cohesive soil the to the simplicity of its test procedure. In practice. a...
Consistency limits are often used as an index to show the properties of cohesive soils. In spite of its usefullness， the conventional method of measurement of consistency limits has many...
粘性土における一軸圧縮試験と三軸圧縮試験の比較について (1974)
山田, 洋右, 鈴木, 輝之, YAMADA, Yoou, SUZUKI, Teruyuki
The unconfined compression test is usually used for measurement of an undrained strength of cohesive soil because of the simplicity of the test technique. This test，however，is unapplicable...