Bases and Foundations on Frozen Soil National Academy of Sciences

Bases and Foundations on Frozen Soil National Academy of Sciences

HIGHWAY RESEARCH BOARD Special Report 58 Bases and Foundations on Frozen Soil by N.A. TSYTOVICH A Translation from the Russian RESEARCH National Academy of Sciences- 8 National Research Council publication 804 HIGHWAY RESEARCH BOARD Officers and Members of the Executive Committee 1960 OFFICERS PYKE JOHNSON, Chairman W. A. BUGGE, First Vice Chairman R. R. BARTELSMEYER, Second Vice Chairman FRED BURGGRAF, Director ELMER M. WARD, Assistant Director Executive Committee BERTRAM D. TALLAMY, Federal Highway Administrator, Bureau of Public Roads (ex officio) A. E. JOHNSON, Executive Secretary, American Association of State Highway Officials (ex officio) LOUIS JORDAN, Executive Secretary, Division of Engineering and Industrial Research, National Research Council (ex officio) C. H. SCHOLER, Applied Mechanics Department, Kansas State College (ex officio, Past Cliairman 1958) HARMER E. DAVIS, Director, Institute of Transportation and Traffic Engineering, Uni• versity of California (ex officio, Past Chairman 1959) R. R. BARTELSMEYER, Chief Highway Engineer, Illinois Division of Highways J. E. BUCHANAN, President, The Asphalt Institute W. A. BUGGE, Director of Highways, Washington State Highway Commission MASON A. BUTCHER, County Manager, Montgomery County, Md. A. B. CORNTHWAITE, Testing Engineer, Virginia Department of Highways C. D. CuRTiss, Special Assistant to the Executive Vice President, American Road Builders' Association DUKE W. DUNBAR, Attorney General of Colorado H. S. FAIRBANK, Consultant, Baltimore, Md. PYKE JOHNSON, Consultant, Automotive Safety Foundation G. DONALD KENNEDY, President, Portland Cement Association BURTON W. MARSH, Director, Traffic Engineering and Safety Department, American Automobile Association GLENN C. RICHARDS, Commissioner, Detroit Department of Public Works WILBUR S. SMITH, Wilbur Smith and Associates, New Haven, Conn. REX M. WHITTON, Chief Engineer, Missouri State Highway Department K. B. WOODS, Head, School of Civil Engineering, and Director, Joint Highway Research Project, Purdue University Editorial Staff FRED BURGGRAF ELMER M. WARD HERBERT P. ORLAND 2101 Constitution Avenue Washington 25, D. C. The opinions and conclasions expressed in this publication are those of the authors and not necessarily those of the Highway Research Board. A/ RC. HIGHWAY RESEARCH BOARD M Special Report 58 ^Bases and Foundations on Frozen Soit by N.A. TSYTOVICH Russian original published by The Academy of Sciences, USSR Moscow, 1958 Translated from the Russian by L. Drashevska Translation edited by G. P. Tschebotarioff kCfcDEMY SEARCH Washington, D. C. 1960 I El ,/V3 Foreword by Editor of English Translation The writer's attention was first attracted to construction problems in permafrost areas early in 1946 when he was brought a Russian typescript of an article on the sub• ject which had been turned down by an American highway periodical because of lack of translators. "Unless you translate this," I was told, "it will have to be sent back to Moscow." I talked about this to the late U. S. Commissioner of Public Roads, Mr. Thomas McDonald, at the Princeton Bicentennial celebrations. He told me of the great diffi• culties encountered during the World War n construction of the Alaska-Canada High• way, largely because of lack of understanding of the civil engineering implications of permafrost in this country. He therefore not only urged me to translate the Soviet paper immediately, but endorsed my publication proposal to Mr. Waldo G. Bowman, Editor of "Engineering News-Record." This produced immediate results.* Much original and new work in this field has been done in recent years by Ameri• can engineers. However, by necessity it was at first largely based on earlier Soviet work and experience. Neither have the Soviets stood still since then. An outline of the present status of this field in the USSR should therefore be of considerable gene• ral interest and no one is better qualified to give such an outline than the author of the present book, Dr. N. A. Tsytovich. Professor Tsytovich has been active for many years in soil engineering—I have in my library a copy of his 306-page 1934 book, "Osnovy Mekhaniki Gruntov" ("Funda• mentals of Soil Mechanics"). Dr. Tsytovich spent several years in the Siberian Arctic, where he foimded the Yakutian Branch of the Academy of Sciences, USSR. Some of his numerous (14) earl• ier publications on frozen soils are given under Nos. 65 to 78, inclusive, of the refe• rence list at the end of the present book. The first dates back to 1928. Professor Tsytovich is the present Chairman of the USSR National Association on Soil Mechanics and Foundation Engineering, a branch of the International Society of Soil Mechanics and Foundation Engineering. He is an active member of the Academy of Construction and Architecture, USSR, and a corresponding member of the Academy of Sciences, USSR. 1 consider it a privilege to present the English translation of his latest book to the attention of American civil engineers. Acknowledgments are due to my wife, Florence Bill Tschebortarioff, who edited the style of the English translation; also to Mr. George W. McAlpin and Professor A.R. Jumikis and F. Sanger for their review of the edited translation and for their helpful suggestions. Gregory P. Tschebotarioff Princeton, New Jersey September 1959 Note: The term "base" vhlch appears in the title of the book is used in Russian in the sense of the mass of soil which supports the foundation of any type of structure. •Tchekotillo, A., "Solving the Problem of 'Nalyeds' in Pemafrost Regions." ESag. News- Reo. (Nov. 28, IShS). Note: The author's name is spelled Caiekotillo In the present translation. The term "nalyeds" is now generally translated as "icing." iVofe by Responsible Editor 'of Russian Original This book is intended for engineering, technical and scientific workers dealing with the field of construction on frozen soils, as well as for senior civil engineering students at institutions of higher learning. In it are briefly outlined the fundamentals of founda• tion design for structures erected on frozen soils, and special problems of foundation construction procedures and of maintenance of structures on frozen soils, as well as technical measures against harmful in• fluences of changes which occur in soils durmg their freezing and thawing. Responsible Editor V.A. Vesselov Preface The publication of the present book has been undertaken to fill a gap in popular scientific-technical literature con• cerned with the erection of structures on frozen soils, which occur over wide areas of the USSR. The book is based on a short course of lectures given by the author at theV.V. Kuibisheff Civil Engmeering Institute of Moscow during recent terms (smce the 1951- 52 school year). The present book utilizes only books on frozen ground construction published prior to 1947 and separate articles on frozen ground studies printed m recent years. It there• fore does not give a complete treatment of the problems touched upon, so that m some special cases supplementary information should be obtained from departmental data. In this book the author has aimed at briefly but concise• ly elucidating for as large a circle of readers as possible the basic principles of foundation construction on frozen ground. These prmciples are developed from modern data on the physics and mechanics of frozen soils presented in detail by relevant publications, mainly by those of the V.A. Obruchev Permafrost Institute of the Academy of Sciences, USSR. Table of Contents Foreword by Editor of English Translation iii Note by Responsible Editor of Russian Or^nal iv Preface v Symbols lotroduction 1 Chapter 1. General Information on Frozen Soils 4 1. Fundamental Concepts and Definitions 4 2. Area of Occurrence and Thickness 5 3. Some Peculiarities 7 Chapter 2. Physico-Mechanical Processes in Freezing Soils 11 1. General H 2. Temperature Characteristics of the Soil Freezing Process 11 3. Migration of Soil Moisture and the Structural Formation of Frozen Soils ... 13 4. Frost Heaving of Soils 15 5. Formation of Fissures and Some Other Mechanical Processes 17 Chapter 3. Physical Properties of Frozen Soils 20 1. Introductory Remarks 20 2. Phase Composition of Water in Frozen Soils 20 3. Amount of Unfrozen Water in Frozen Soils 22 4. Equilibrium Between Unfrozen Water and Ice in Frozen Soils 24 5. Special Features of Physical Properties of Frozen Soils 25 Chapter 4. Mechanical Properties of Frozen Soils 27 1. Some General Remarks 27 2. Resistance of Frozen Soils to Normal Pressures 28 3. Shear Strength of Frozen Soils 32 4. Ultimate Resistance of Frozen Soils under Action of Localized Loading .... 35 Chapter 5. Properties of Frozen Soils on Thawing 38 1. Significance of the Problem 38 2. Changes in Structure of Frozen Soils on Thawing 38 3. Bearing Capacity of Thawing Soils 39 4. Settlement of Frozen Soils on Thawing 41 Chapter 6. Methods of Construction on Frozen Soils and Engineering Preparation of the Site 47 1. Introduction 47 2. Special Features of Engineering-Geologic Investigations 47 3. Selection of Design Method for Foundations 51 4. Engineering Preparation of the Construction Site 52 Chapter 7. Principles of Foundation Design by the Method of Retaining the Frozen Condition of Base Soils 55 1. Introductory Remarks 55 2. Thermal Interaction Between Structures and Frozen Soils of the Base 56 3. Design of a Ventilated Air Space below a Floor 58 4. General Directives for Foundation Design 61 5. Some Special Features of Structural Foundation Design 63 Chapter 8. Foundation Design Methods Which Consider Thawing of Frozen Base Soils 66 1. Conditions for the Applicability of Certain Methods 66 2. Determination of Depth of Thawing of Frozen Base Soils 68 3. Reactions of Thawing Base Soils and Design of Foundations 70 4. Some Directives for Design of Foundations on Thawing Base Soils 71 5. Erection of Structures by the Method of Pre-Construction Thawing 72 Chapter 9. Principles of Foundation Design to Resist Frost-Heaving 76 1. Forces of Adfreezing and Forces of Frost-Heaving in Soils 76 2.

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