In-place Top-base method new foundation on soft ground (KENM0002)

In-place Top-base method new foundation on soft ground

CONTENTS:

Part I: General Description of Top-Base Method

I -01 Preface of Top-Base Method

I -02 Shape and Size of Top-Block

I -03 Construction Method and Cost Directory

I -04 Application of Top-Base Method

I -05 Q&A related to Top-Base Method

I -06 Mechanical Characters of Top-Base Method

I -07 Earthquake-proof Effect of Top-Base Method

I -08 Shore-Protection Block of Top-Base Method

Part II: Original Libraries of Top-Base Method

II-01. Top-Base Method of Ground Improvement Handbook – Japanese Material Institute, 1991

II -02. Loading Test of Concrete Top-Blocks on Soft Ground – International Conference Thesis, 1987

II -03. Mechanical Behavior of Concede Top-Base Foundation – International Conference Thesis, 1988

Part III. Design Data and Basis of Top-Base Method

III-01 Design Basic Libraries of Top-Base Method

III-02 Unit Wetght of Ground Soil

III-03 Constant Coefficient of Soil by N-Value

III-04 Coefficient of Foundation Shape

III-05 Increase of Bearing Capacity by Top-Base Method

III-06 Reduction of Settlement by Top-Base Method

III-07 Modulus of Deformation in Ground Soil

III-08 Design Process of Top-Base Method

Part IV: General Specification and Loading Test Procedures

IV-01 General specification of Top-Base Foundation

IV-02 Loading Test Procedures of Top-Base Foundation

Part V: Main Construction Practicies of Top-Base Method

In-place Top-base method new foundation on soft ground