1、 STP 1089 Deep Foundation Improvements:Design,Construction,and Testing Melvin I.Esrig and Robert C.Bachus,editors ASTM 1916 Race Street Philadelphia,PA 19103 Library of Congress Cataloging-in-Publication Data Deep Foundation Improvements:Design,Construction,and Testing Melvin I.Esrig and Robert C.Ba
2、chus,editors.(STP;1089)ASTM publication code(PCN)04-010890-38.Includes bibliographical references and index.ISBN 0-8031-1392-7 1.Foundations.2.Columns-Foundations.4.Soil stabilization.(Robert Charles).publication;1089.TA775,D45 1991 624.15-dc20 3.Soil mechanics.I.Esrig,Melvin I.II.Bachus,Robert C.19
3、51-III.Series:ASTM special technical 91-12795 CIP Copyright?9 AMERICAN SOCIETY FOR TESTING AND MATERIALS,Philadelphia,PA.All rights reserved.This material may not be reproduced or copied,in whole or in part,in any printed,mechanical,electronic,film,or other distribution and storage media,without the
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6、e Transactional Reporting Service is 0-8031-1416-8/91$2.50+.50.Peer Review Policy Each paper published in this volume was evaluated by three peer reviewers.The authors addressed all of the reviewers comments to the satisfaction of both the technical editor(s)and the ASTM Committee on Publications.Th
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8、STM.Printcd in Baltimore,MD Junc 1991 Foreword This publication,Deep Foundation Improvements:Design,Construction,and Testing,contains papers presented at the symposium on Design,Construction,and Testing of Deep Foundation Improvement:Stone Columns and Other Related Techniques,held in Las Vegas,NV on
9、 25 January 1990.The symposium was sponsored by ASTM Committee D-18 on Soil and Rock.Dr.Melvin I.Esrig of Woodward-Clyde Consultants in Wayne,NJ and Dr.Robert C.Bachus of Geosyntec Consultants in Norcross,GA presided as symposium chair-men and are editors of the resulting publication.Contents Overvi
10、ew-R.C.BACHUS AND M.I.ESRIG Design,Construction and Testing of Sand Compaction Piles-R.D.BARKSDALE AND T.TAKEFUMI Shearing Characteristic of Composite Ground and Its Application to Stability Analysis-M.ENOKI.N.YAGI,R.YATABE,AND E.ICHIMOTO Present State of Sand Compaction Pile in Japan-H.ABOSHI,Y.MIZ
11、UNO,AND M.KUWABARA Bearing Capacity of Improved Ground by Sand Compaction Piles-M.TERASHI,M.KITAZUME,AND S.MINAGAWA Vibro Replacement-Design Criteria and Quality ControI-H.I.PRIEBE Specifications for Constructing and Load Testing Stone Columns in Clays-T.D.STARK AND B.M.YACYSHYN The Testing and Inst
12、rumentation of Stone Columns-B.C.SLOCOMBE AND M.P.MOSELEY Use of Stone Columns to Support 1-90 Cut and Cover TunneI-T.M.ALLEN,T.L.HARRISON,J.R.STRADA,AND A.P.KILIAN Use of Stone Columns to Improve the Structural Performance of Coal Waste Deposits-J.R.DAVIE,L.w.YOUNG,M.R.LEWIS,AND F.J.SWEKOSKY Slide
13、Correction by Stone Columns-R.R.GOUGHNOUR,J.T.SUNG,AND J.S.RAMSEY Load Tests on Stone Columns-D.A.GREENWOOD 19 32 47 62 73 85 101 116 131 148 Design and Installation of Stone Columns at Naval Air Station-R.F.HAYDEN AND C.M.WELCH 172 Analysis of Quick Load Tests on Stone Columns:Case Histories-J,D.HU
14、SSIN AND J.I.BAEZ 185 Dynamic Compaction/Stone Columns-Test Sections for Construction Control and Performance Evaluation at an Uncontrolled Landfill Site-D.R.SNETHEN AND M.H.HOMAN 199 The Use,Testing and Performance of Vibrated Stone Columns in the United Kingdom-K.s.WATTS AND J.A.CHARLES Constructi
15、on and Testing of Deep Foundation Improvement Using the Deep Cement Mixing MethodmR.BABASAKI,K.SUZUKI,S.SAITOH,Y.SUZUKI,AND K.TOKITOH 212 224 Seismic Testing Methods for Evaluation of Deep Foundation Improvement by Compaction Grouting-M,J.BYLE,P.M.BLAKITA,AND E.WINTER Lateral Static Densification at
16、 Monaco-Design,Construction and Testing-M.P.GAMBIN 234 248 Deep Chemical Injection for Protection of an Old TunnelinG.A.MUNFAKH Vibratory Deep Compaction of Underwater Fill-R.J.CASTELLI Deep Soil Compaction Using Vibratory Probes-K.R.MASSARSCH Densification of Sand Using a Variable Frequency Vibratory Probemw.j.NEELY AND D.A.LEROY 266 279 297 320 Author Index 333 Subject Index 335 STP1089-EB/Jun.1991 OVERVIEW The Symposium on Design,Construction and Testing of Deep Foundation Improvements was he
