UNDRAINED STRENGTH AND STABILITY ANALYSIS FOR A QUICK SAND
スポンサーリンク
概要
- 論文の詳細を見る
This paper describes (1) the general characteristics of quick sand, (2) a method for the determination of the undrained strength of a quick sand which is located in the Arabian Gulf and (3) an example of a stability analysis of a structure constructed on this quick sand deposit.From a brief review on past studies on quick sand, it is first shown that the quick sand possesses quite different shear characteristics from the usual type of sand and is characterized by a liquefaction type failure under static shear conditions. From an examination of consolidated undrained strength tests performed on undisturbed and disturbed samples of a quick sand located in the Arabian Gulf, it is then shown that the undrained strength of this quick sand is almost the same as that of normally consolidated clay and that anisotropy in undrained strength is relatively greater than that of clay. Finally the results of a stability analysis for sliding of a structure (a rubble-mound breakwater) is shown. The analysis used undrained strength values for the quick sand and considered the effect of anisotropy in the undrained strength.
- 社団法人地盤工学会の論文
- 1980-06-15
著者
-
半沢 秀郎
Soils Laboratory, Toa Harbor Works Co., Ltd.,
-
半沢 秀郎
Technical Research Institute Toa Corporation
関連論文
- SHEAR STRENGTH AND CONSOLIDATION YIELDING STRESS OF PLEISTOCENE CLAY FOUND AT IZUMI-HILL OF OSAKA DISTRICT
- サンドサンプラーによる埋立て造成地盤の相対密度測定結果
- Evaluation of Sample Quality of Sandy Soil Obtained by the Modified Bishop Sampler〔に対する討論終結〕
- EVALUATION OF SAMPLE QUALITY OF SANDY SOIL OBTAINED BY THE MODIFIED BISHOP SAMPLER
- STABILITY ANALYSIS AND FIELD BEHAVIOUR OF EARTH FILLS ON AN ALLUVIAL MARINE CLAY
- SHEAR CHARACTERISTICS OF A QUICK SAND IN THE ARABIAN GULF
- A CASE STUDY OF THE APPLICATION OF DIRECT SHEAR AND CONE PENETRATION TESTS TO SOIL INVESTIGATION : DESIGN AND QUALITY CONTROL FOR PEATY SOILS
- UNDRAINED STRENGTH AND STABILITY ANALYSIS OF SOFT IRAQI CLAYS
- NORMALIZED UNDRAINED STRENGTH OF CLAY IN THE NORMALLY CONSOLIDATED STATE AND IN THE FIELD
- 正規圧密状態および原位置における粘土の正規化された非排水強度(『土質工学会論文報告集』Vol.32,No.1 (1992年3月発行)掲載論文の概要)
- NORMALIZED UNDRAINED STRENGTH OF CLAY IN THE NORMALLY CONSOLIDATED STATE AND IN THE FIELD
- EVALUATION OF ENGINEERING PROPERTIES FOR AN ARIAKE CLAY
- Normalized Undrained Strength of Clay in the Normally Consolidated State and in the Field(半沢秀郎,田中洋行著,本誌Vol.32,No.1,1992年3月掲載)
- A NEW APPROACH TO DETERMINE SOIL PARAMETERS FREE FROM REGIONAL VARIATIONS IN SOIL BEHAVIOR AND TECHNICAL QUALITY
- EVALUATION OF DESIGN PARAMETERS FOR SOFT CLAYS AS RELATED TO GEOLOGICAL STRESS HISTORY
- UNDRAINED STRENGTH CHARACTERISTICS OF NORMALLY CONSOLIDATED AGED CLAY
- THREE CASE STUDIES FOR SHORT TERM STABILITY OF SOFT CLAY DEPOSITS
- UNDRAINED STRENGTH CHARACTERISTICS OF NORMALLY CONSOLIDATED AGED CLAY
- THREE CASE STUDIES FOR SHORT TERM STABILITY OF SOFT CLAY DEPOSITS
- あるクイックサンドの非排水強度と安定解析
- UNDRAINED STRENGTH AND STABILITY ANALYSIS FOR A QUICK SAND
- UNDRAINED STRENGTH CHARACTERISTICS OF AN ALLUVIAL MARINE CLAY IN THE TOKYO BAY
- FIELD AND LABORATORY BEHAVIOUR OF KHOR AL-ZUBAIR CLAY, IRAQ
- GEOTECHNICAL PROPERTIES OF NORMALLY CONSOLIDATED FAO CLAY, IRAQ
- STABILITY ANALYSIS WITH THE SIMPLE AND THE ADVANCED φ=0 METHOD FOR A FAILED DIKE
- STABILITY ANALYSIS WITH THE SIMPLE AND THE ADVANCED φ=0 METHOD FOR A FAILED DIKE
- OVERCONSOLIDATION OF ALLUVIAL CLAYS
- Stability Analysis with the Effective Stress Method for Embankments Constructed on an Alluvial Marine Clay(半沢秀郎,岸田隆夫,松田栄一共著土質工学会論文報告集 Vol.22,No.3 September 1982掲載)
- STABILITY ANALYSIS WITH THE EFFECTIVE STRESS METHOD FOR EMBANKMENTS CONSTRUCTED ON AN ALLUVIAL MARINE CLAY
- DEVELOPMENT OF THE FRICTION METER FOR EVALUATING THE SKIN FRICTION OF A PILE
- Determination of In-Situ Undrained Strength of Soft Clay Deposits(土質工学会論文報告集Vol.22,No.4,1982掲載)
- FUNDAMENTAL CONSIDERATIONS ON UNDRAINED STRENGTH CHARACTERISTICS OF ALLUVIAL MARINE CLAYS
- DETERMINATION OF IN-SITU UNDRAINED STRENGTH OF SOFT CLAY DEPOSITS