Engineering Behavior of Cement Stabilized Clay at High Water Content (IS-YOKOHAMA 2000「沿岸域の地盤工学における理論と実際」特集号〔英文〕)

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概要

• 論文の詳細を見る

• The in-situ deep mixing technique has been established as a means to effect columnar inclusions into soft ground to enhance the bearing capacity and reduce settlement. Since the inception of this method, developments in the plant and machinery, as well as associated field techniques, have surpassed the basic understanding of strength developments in high water-content clays admixed with cementing agents. In this paper an attempt is made to identify the critical factors governing the engineering behavior of cement-stabilized clay, which helps not only to control the input of cementing agent to attain strength development with curing time and clay water content, but also to understand the subsequent engineering behavior. It is revealed that the clay-water / cement ratio, wc / c is the prime parameter for the above purposes.

• 社団法人地盤工学会の論文
• 2001-10-15

著者

• 三浦 哲彦

  Professor Department Of Civil Engineering Saga University 1 Honjo-machi Saga 840-8502 Japan.

• Miura N

  Saga Univ. Saga

• HORPIBULSUK SUKSUN

  Ph. D. Scholar, ditto.

• NAGARAJ T.S.

  AICTE-Emeritus Fellow (Formerly Professor), Department of Civil Engineering, Indian Institute of Sci

• Nagaraj T.s.

  Aicte-emeritus Fellow (formerly Professor) Department Of Civil Engineering Indian Institute Of Scien

• Horpibulsuk Suksun

  Ph. D. Scholar Ditto.

関連論文

• MODELLING AND STUDY OF SMEAR ZONES AROUND BAND SHAPED DRAINS
• PREDICTION OF PULLOUT RESISTANCE AND PULLOUT FORCE-DISPLACEMENT RELATIONSHIP FOR INEXTENSIBLE GRID REINFORCEMENTS
• Engineering Behavior of Cement Stabilized Clay at High Water Content (IS-YOKOHAMA 2000「沿岸域の地盤工学における理論と実際」特集号〔英文〕)
• SOIL FRACTURING OF THE SURROUNDING CLAY DURING DEEP MIXING COLUMN INSTALLATION
• 高い等方圧力を受ける砂の圧縮特性について
• 高拘束圧下における標準砂の排水せん断特性について

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