Analysis and design of shallow and deep foundations:
Gespeichert in:
| Beteilige Person: | |
|---|---|
| Format: | Buch |
| Sprache: | Englisch |
| Veröffentlicht: |
Hoboken, N.J
Wiley
2006
|
| Links: | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=018583600&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| Beschreibung: | Includes bibliographical references and index |
| Umfang: | XXXIII, 574 S. |
| ISBN: | 0471431591 |
Internformat
MARC
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| 003 | DE-604 | ||
| 005 | 20090910 | ||
| 007 | t| | ||
| 008 | 090924s2006 xx |||| 00||| eng d | ||
| 020 | |a 0471431591 |9 0-471-43159-1 | ||
| 035 | |a (OCoLC)636197123 | ||
| 035 | |a (DE-599)BVBBV024610867 | ||
| 040 | |a DE-604 |b ger |e rakwb | ||
| 041 | 0 | |a eng | |
| 049 | |a DE-83 | ||
| 082 | 0 | |a 624.15 | |
| 100 | 1 | |a Reese, Lymon C. |e Verfasser |4 aut | |
| 245 | 1 | 0 | |a Analysis and design of shallow and deep foundations |c Lymon C. Reese ; William M. Isenhower ; Shin-Tower Wang |
| 264 | 1 | |a Hoboken, N.J |b Wiley |c 2006 | |
| 300 | |a XXXIII, 574 S. | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 500 | |a Includes bibliographical references and index | ||
| 700 | 1 | |a Isenhower, William M. |e Sonstige |4 oth | |
| 700 | 1 | |a Wang, Shin-Tower |e Sonstige |4 oth | |
| 856 | 4 | 2 | |m GBV Datenaustausch |q application/pdf |u http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=018583600&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |3 Inhaltsverzeichnis |
| 943 | 1 | |a oai:aleph.bib-bvb.de:BVB01-018583600 | |
Datensatz im Suchindex
| _version_ | 1819365989369774080 |
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* * * * * * * * * * * * * * * * * *** ****** * * * * * * * * * * * * * *
* * * * * * * * * * * * * * * * * * * * * * * ~ * WILEY J O H N W I L
E Y & S O N S , I N E . C O N T E N T S * PREFACE* XVII*
A C K N O W L E D G M E N T S * X X I S Y M B O L S A N D
NOTATIONS* X X I I I 1 I N T R O D U C T I O N 1 * 1.1 H I S
T O R I C A L U S E O F F O U N D A T I O N S / 1 *
1.2 K I N D S O F F O U N D A T I O N S A N D T H E I R U
S E S / 1 * 1.2.1* S P R E A D F O O T I N G S A N D M A
T S / 1 * 1.2.2* D E E P F O U N D A T I O N S / 4 *
1.2.3* H Y B R I D F O U N D A T I O N S / 7 * 1.3 C O N
C E P T S IN D E S I G N / 7 * 1.3.1* V I S I T THE SITE
/ 7 * 1.3.2* O B T A I N I N F O R M A T I O N ON G E O L O
G Y A T S I T E / 7 * 1.3.3* O B T A I N I N F O R M A
T I O N ON M A G N I T U D E AND N A T U R E O F * L O A D S
ON F O U N D A T I O N / 8 * 1.3.4* O B T A I N I N F O R
M A T I O N ON P R O P E R T I E S O F S O I L AT* S I T E /
8 * 1.3.5* C O N S I D E R L A N G - T E R M E F F E C T S
/ 9 * 1.3.6* P A Y A T T E N T I O N TO A N A L Y S I S
/ 9 * 1.3.7* P R O V I D E R E C O M M C N D A T I O N S F A
R TESTS O F D E E P * F O U N D A T I O N S / 9 *
1.3.8* O B S E R V E T H E B E H A V I O R O F T H E F O
U N D A T I O N O F A * C O M P L E T E D S T R U C T U R E
/ 10* VI CONTENTS PROBLEMS / 10* 2 E N G I N E E R I N G G E
O L O G Y * 11* 2.1 LNTRODUETION / 11* 2.2 NATURE OF SOIL AFFEETED BY
GEOLOGIE PROEESSES / 12* 2.2.1* NATURE OF TRANSPORTED SOIL / 12* 2.2.2*
WEATHERING AND RESIDUAL SOIL / 14* 2.2.3* NATURE OF SOIL AFFEETED BY
VO1CANIE* PROEESSES / 14* 2.2.4* NATURE OF GLAEIATED SOIL / 15* 2.2.5*
KARST GEOLOGY / 16* 2.3 AVAILABLE DATA ON REGIONS IN THE UNITED STATES /
16* 2.4 U.S. GEOLOGIEAL SURVEY AND STATE AGENEIES / 17* 2.5 EXAMPLES OF
THE APPLIEATION OF ENGINEERING GEOLOGY / 18* 2.6 SITE VISIT / 19*
PROBLEMS / 19* 3 F U N D A M E N T A L S OF S O L L M E C H A N
I C S * 21* 3. 1 INTRODUETION / 21* 3.2 DATA NEEDED FUER THE DESIGN OF
FOUNDATIONS / 21* 3.2.1* SOIL AND ROEK CLASSIFIEATION / 22* 3.2.2*
POSITION OF THE WATER TABLE / 22* 3.2.3* SHEAR STRENGTH AND DENSITY /
23* 3.2.4* DEFORMABILITY CHARAETERISTIES / 23* 3.2.5* PREDIETION OF
CHANGES IN CONDITIONS AND THE* ENVIRONMENT / 24* 3.3 NATURE OF SOIL /
24* 3.3.1* GRAIN-SIZE DISTRIBUTION / 24* 3.3.2* TYPES OF SOIL AND ROEK /
26* 3.3.3* MINERALOGY OF COMMON GEOLOGIE MATERIALS / 26* 3.3.4* WATER
CONTENT AND VOID RATIO / 30* 3.3.5* SATURATION OF SOIL / 31* 3.3.6*
WEIGHT-VOLUME RELATIONSHIPS / 31* 3.3.7* ATTERBERG LIMITS AND THE
UNIFIED SOILS CLASSIFICATION* SYSTEM / 34* 3.4 CONCEPT OF EFFEETIVE
STRESS / 37* 3.4.1* LABORATORY TESTS FOR CONSOLIDATION OF SOILS / 39*
3.4.2* SPRING AND PISTON MODEL OF CONSOLIDATION / 42* 3.4.3*
DETERMINATION OF INITIAL TOTAL STRESSES / 45* 3.4.4* CA1CULATION OF
TOTAL AND EFFECTIVE STRESSES / 47* CONTENTS VII 3.4.5* THE ROLE OF
EFFECTIVE STRESS IN SOIL MECHANICS / 49 3.5 ANALYSIS OF CONSOLIDATION
AND SETTLEMENT / 49 3.5.1* TIME RATES OF SETTLEMENT / 49 3.5.2*
ONE-DIMENSIONAL CONSOLIDATION TESTING / 57 3.5.3* THE CONSOLIDATION
CURVE / 64 3.5.4* CALCULATION OF TOTAL SETTLEMENT / 67 3.5.5*
CALCULATION OF SETTLEMENT DUE TO CONSOLIDATION / 68 3.5.6*
RECONSTRUCTION OF THE FIELD CONSOLIDATION CURVE / 69 3.5.7* EFFECTS OF
SAMPIE DISTURBANCE ON CONSOLIDATION PROPERTIES / 73 3.5.8* CORRELATION
OF CONSOLIDATION INDICES WITH INDEX TESTS / 78 3.5.9* COMMENTS ON
ACCURACY OF SETTLEMENT COMPUTATIONS / 80 3.6 SHEAR STRENGTH OF SOILS /
81 3.6.1* INTRODUCTION / 81 3.6.2 FRICTION BETWEEN TWO SURFACES IN
CONTACT / 81 3.6.3 DIRECT SHEAR TESTING / 84 3.6.4 TRIAXIAL SHEAR
TESTING / 84 3.6.5 DRAINED TRIAXIAL TESTS ON SAND / 89 3.6.6 TRIAXIAL
SHEAR TESTING OF SATURATED CLAYS / 92* 3.6.7 THE SHANSEP METHOD / 119*
3.6.8* OTHER TYPES OF SHEAR TESTING FOR SOILS / 122 3.6.9 SELECTION OF
THE APPROPRIATE TESTING METHOD / 123 PROBLEMS / 124 4 INVESTIGATION OF
SUBSURFACE CONDITIONS 134 4.1 INTRODUCTION / 134 4.2 METHODS OF
ADVANCING BORINGS / 136 4.2.1* WASH-BORING TECHNIQUE / 136 4.2.2*
CONTINUOUS-FLIGHT AUGER WITH HOLLOW CORE / 137 4.3 METHODS OF SAMPLING /
139 4.3.1* INTRODUCTION / 139 4.3.2* SAMPLING WITH THIN-WALLED TUBES /
139 4.3.3* SAMPLING WITH THICK-WALLED TUBES / 142 4.3.4* SAMPLING ROCK /
142 4.4 IN SITU TESTING OF SOIL / 144 VIII CONTENTS 4.4.1* CONE
PENETROMETER AND PIEZOMETER-CONE* PENETROMETER / 144* 4.4.2* VANE SHEAR
DEVICE / 146* 4.4.3* PRESSUREMETER / 148* 4.5 BORING REPORT / 152* 4.6
SUBSURFACE INVESTIGATIONS FOR OFFSHORE STRUCTURES / 153* PROBLEMS / 155*
5 PRINCIPAL TYPES OF FOUNDATIONS* 158* 5.1 SHALLOW FOUNDATIONS / 158*
5.2* DEEP FOUNDATIONS / 160* 5.2.1* INTRODUCTION / 160* 5.2.2* DRIVEN
PILES WITH IMPACT HAMMER / 160* 5.2.3* DRILLED SHAFTS / 162* 5.2.4*
AUGERCAST PILES / 168* 5.2.5* GEOJET PILES / 170* 5.2.6* MICROPILES /
172* 5.3 CAISSONS / 172* 5.4 HYBRID FOUNDATION / 173* PROBLEMS / 175* 6
DESIGNING STABLE FOUNDATIONS* 176* 6.1 INTRODUCTION / 176* 6.2 TOTAL AND
DIFFERENTIAL SETTLEMENT / 177* 6.3 ALLOWABLE SETTLEMENT OF STRUCTURES /
178* 6.3.1* TOLERANCE OF BUILDINGS TO SETTLEMENT / 178* 6.3.2*
EXCEPTIONAL CASE OF SETTLEMENT / 178* 6.3.3* PROBLEMS IN PROVING
SETTLEMENT / 180* 6.4 SOIL INVESTIGATIONS APPROPRIATE TO DESIGN / 180*
6.4.1* PLANNING / 180* 6.4.2* FAVORABLE PROFILES / 181* 6.4.3* SOILS
WITH SPECIAL CHARACTERISTICS / 181* 6.4.4* CALCAREOUS SOIL / 182* 6.5
USE OF VALID ANALYTICAL METHODS / 186* 6.5.1* OIL TANK IN NORWAY / 187*
6.5.2* TRANSCONA ELEVATOR IN CANADA / 187* 6.5.3* BEARING PILES IN CHINA
/ 188* 6.6 FOUNDATIONS AT UNSTABLE SLOPES / 189* 6.6.1* PENDLETON LEVEE
/ 189* 6.6.2* FORT PECK DAM / 190* CONTENTS IX 6.7* EFFECTS OF
INSTAIIATION ON THE QUALITY OF DEEP* FOUNDATIONS / 190* 6.7.1*
INTRODUCTION / 190* 6.8* EFFECTS OF INSTALLATION OF DEEP FOUNDATIONS ON
NEARBY* STRUCTURES / 192* 6.8.1 DRIVING PILES / 192* 6.9* EFFECTS OF
EXCAVATIONS ON NEARBY STRUCTURES / 193* 6.10* DELETERIOUS EFFECTS OF THE
ENVIRONMENT ON FOUNDATIONS / 194* 6.11 SCOUR OF SOIL AT FOUNDATIONS /
194* PROBLEMS / 194* 7 THEORIES OF BEARING CAPACITY AND SETTLEMENT 196*
7.1 INTRODUCTION / 196* 7.2* TERZAGHI S EQUATIONS FOR BEARING CAPACITY /
198* 7.3* REVISED EQUATIONS FOR BEARING CAPACITY / 199* 7.4* EXTENDED
FORMULAS FOR BEARING CAPACITY BY J. BRINCH* HANSEN / 200* 7.4.1*
ECCENTRICITY / 203* 7.4.2* LOAD INCLINATION FACTORS / 204* 7.4.3* BASE
AND GROUND INCLINATION / 205* 7.4.4* SHAPE FACTORS / 205* 7.4.5* DEPTH
EFFECT / 206* 7.4.6 DEPTH FACTORS / 206* 7.4.7 GENERAL FORMULAS / 208*
7.4.8 PASSIVE EARTH PRESSURE / 208* 7.4.9 SOIL PARAMETERS / 209* 7.4.10
EXAMPLE COMPUTATIONS / 209* 7.5 EQUATIONS FOR COMPUTING CONSOLIDATION
SETTLEMENT OF SHALLOW* FOUNDATIONS ON SATURATED CLAYS / 213* 7.5.1*
INTRODUCTION / 213* 7.5.2 PREDICTION OF TOTAL SETTLEMENT DUE TO LOADING
OF* CLAY BELOW THE WATER TABLE / 214* 7.5.3* PREDICTION OF TIME RATE OF
SETTLEMENT OUE TO* LOADING OF C1AY BELOW THE WATER TABLE / 219* PROBLEMS
/ 222* 8 PRINCIPLES FOR THE DESIGN OF FOUNDATIONS 223* 8.1* INTRODUCTION
/ 223* 8.2* STANDARDS OF PROFESSIONAL CONDUCT / 223* 8.2.1* FUNDAMENTAL
PRINCIPLES / 223* X CONTENTS 8.2.2* FUNDAMENTAL CANONS / 224* 8.3 DESIGN
TEAM / 224* 8.4 CODES AND STANDARDS / 225* 8.5 DETAILS OF THE PROJECT /
225* 8.6 FACTOR OF SAFETY / 226* 8.6.1* SELECTION OF AGLOBAI FACTOR OF
SAFETY / 228* 8.6.2* SELECTION OF PARTIAL FACTORS OF SAFETY / 229* 8.7
DESIGN PROCESS / 230* 8.8 SPECIFICATIONS AND INSPECTION OF THE PROJECT /
231* 8.9 OBSERVATION OF THE COMPLETED STRUCTURE / 232* PROBLEMS / 233*
APPENDIX 8.1 / 234* 9 GEOTECHNICAL DESIGN OF SHALLOW FOUNDATIONS 235*
9.1 INTRODUCTION / 235* 9.2 PROBLEMS WITH SUBSIDENCE / 235* 9.3 DESIGNS
TO ACCOMMODATE CONSTRUCTION / 237* 9.3.1* DEWATERING DURING CONSTRUCTION
/ 237* 9.3.2* DEALING WITH NEARBY STRUCTURES / 237* 9.4 SHALLOW
FOUNDATIONS ON SAND / 238* 9.4.1* INTRODUCTION / 238* 9.4.2* IMMEDIATE
SETTLEMENT OF SHALLOW FOUNDATIONS ON* SAND / 239* 9.4.3* BEARING
CAPACITY OF FOOTINGS ON SAND / 244* 9.4.4* DESIGN OF RAFTS ON SAND /
247* 9.5 SHALLOW FOUNDATIONS ON CLAY / 247* 9.5.1* SETTLEMENT FROM
CONSOLIDATION / 247* 9.5.2* IMMEDIATE SETTLEMENT OF SHALLOW FOUNDATIONS
ON* CLAY / 251* 9.5.3* DESIGN OF SHALLOW FOUNDATIONS ON CLAY / 253*
9.5.4* DESIGN OF RAFTS / 255* 9.6 SHALLOW FOUNDATIONS SUBJECTED TO
VIBRATORY LOADING / 255* 9.7 DESIGNS IN SPECIAL CIRCUMSTANCES / 257*
9.7.1* FREEZING WEATHER / 257* 9.7.2* DESIGN OF SHALLOW FOUNDATIONS ON
COLLAPSIBLE* SOIL / 260* 9.7.3* DESIGN OF SHALLOW FOUNDATIONS ON
EXPANSIVE* CLAY / 260* 9.7.4* DESIGN OF SHALLOW FOUNDATIONS ON LAYERED*
SOIL / 262* CONTENTS XI 9.7.5* ANALYSIS OF A RESPONSE OF A STRIP FOOTING
BY FINITE* ELEMENT METHOD / 263* PROBLEMS / 265* 10* GEOTECHNICAL DESIGN
OF DRIVEN PILES UNDER AXIAL* LOADS 270* 10.1* COMMENT ON THE NATURE OF
THE PROBLEM / 270* 10.2* METHODS OF COMPUTATION / 273* 10.2.1* BEHAVIOR
OFAXIALLY LOADED PILES / 273* 10.2.2* GEOTECHNICAL CAPACITY OFAXIALLY
LOADED* PILES / 275* 10.3* BASIC EQUATION FOR COMPUTING THE ULTIMATE
GEOTECHNICAL* CAPACITY OF A SINGLE PILE / 277* 10.3.1* API METHODS /
277* 10.3.2* REVISED LAMBDA METHOD / 284* 10.3.3* D.S. ARMY CORPS METHOD
/ 286* 10.3.4 FHWA METHOD / 291* 10.4 ANALYZING THE LOAD-SETTLEMENT
RELATIONSHIP OF AN AXIALLY* LOADED PILE / 297* 10.4.1 METHODS OF
ANALYSIS / 297* 10.4.2* INTERPRETATION OF LOAD-SETTLEMENT CURVES / 303*
10.5* INVESTIGATION OF RESULTS BASED ON THE PROPOSED COMPUTATION* METHOD
/ 306* 10.6 EXAMPLE PROBLEMS / 307* 10.6.1* SKIN FRICTION / 308* 10.7*
ANALYSIS OF PILE DRIVING / 312* 10.7.1* INTRODUCTION / 312* 10.7.2*
DYNAMIC FORMULAS / 313* 10.7.3* REASONS FOR THE PROBLEMS WITH DYNAMIC*
FORMULAS / 314* 10.7.4* DYNAMIC ANALYSIS BY THE WAVE EQUATION / 315*
10.7.5 EFFECTS OF PILE DRIVING / 317* 10.7.6* EFFECTS OF TIME AFTER PILE
DRIVING WITH NO LOAD / 320* PROBLEMS / 321* 11* GEOTECHNICAL DESIGN OF
DRILLED SHAFTS UNDER* AXIAL LOADING 323* 11.1* INTRODUCTION / 323* 11.2*
PRESENTATION OF THE FHWA DESIGN PROCEDURE / 323* XII CONTENTS 11.2.1*
INTRODUCTION / 323* 11.3* STRENGTH AND SERVICEABILITY REQUIREMENTS /
324* 11.3.1* GENERAL REQUIREMENTS / 324* 11.3.2* STABILITY ANALYSIS /
324* 11.3.3* STRENGTH REQUIREMENTS / 324* 11.4* DESIGN CRITERIA / 325*
11.4.1* APPLICABILITY AND DEVIATIONS / 325* 11.4.2* LOADING CONDITIONS /
325* 11.4.3* ALLOWABLE STRESSES / 325* 11.5* GENERAL COMPUTATIONS FOR
AXIAL CAPACITY OF INDIVIDUAL DRILLED* SHAFTS / 325* 11.6* DESIGN
EQUATIONS FOR AXIAL CAPACITY IN COMPRESSION AND IN* UPLIFT / 326*
11.6.1* DESCRIPTION OF SOIL AND ROCK FOR AXIAL CAPACITY* COMPUTATIONS /
326* 11.6.2* DESIGN FAR AXIAL CAPACITY IN COHESIVE SOILS / 326* 11.6.3*
DESIGN FOR AXIAL CAPACITY IN COHESIONLESS* SOILS / 334* 11.6.4* DESIGN
FOR AXIAL CAPACITY IN COHESIVE INTERMEDIATE* GEOMATERIALS AND JOINTED
ROCK / 345* 11.6.5* DESIGN FOR AXIAL CAPACITY IN COHESIONLESS*
INTERMEDIATE GEOMATERIALS / 362* 11.6.6* DESIGN TUER AXIAL CAPACITY IN
MASSIVE ROCK / 365* 11.6.7* ADDITION OF SIDE RESISTANCE AND END BEARING
IN* ROCK / 374* 11.6.8* COMMENTARY ON DESIGN FOR AXIAL CAPACITY IN*
KARST / 375* 11.6.9* COMPARISON OF RESULTS FROM THEORY AND EXPERIMENT /
376* PROBLEMS / 377* FOUNDATIONS UNDER LATERAL LOADING 12* FUNDAMENTAL
CONCEPTS REGARDING DEEP* 379* 12.1* INTRODUCTION / 379* 12.1.1*
DESCRIPTION OF THE PROBLEM / 379* 12.1.2* OCCURRENCE OF PILES UNDER
LATERAL LOADING / 379* 12.1.3* HISTORICAL COMMENT / 381* 12.2*
DERIVATION OF THE DIFFERENTIAL EQUATION / 382* 12.2.1* SOLUTION OF THE
REDUCED FORM OF THE DIFFERENTIAL* EQUATION / 386* CONTENTS XIII 12.3
RESPONSE OF SOIL TO LATERAL LOADING / 393 1204 EFFECT OF THE NATURE OF
LOADING ON THE RESPONSE OF SOIL / 396 12.5* METHOD OF ANALYSIS FOR
INTRODUCTORY SOJUTIONS FOR A SINGLE PILE / 397 12.6* EXAMPLE SOLUTION
USING NONDIMENSIONAL CHARTS FOR ANALYSIS OF A SINGLE PILE / 40 I
PROBLEMS / 411 13* ANALYSIS OF INDIVIDUAL DEEP FOUNDATIONS UNDER AXIAL
LOADING USING T-Z MODEL 413 13.1* SHORT-TERM SETTLEMENT AND UPLIFT / 413
13.1.1* SETTLEMENT AND UPLIFT MOVEMENTS / 413 13.1.2* BASIC EQUATIONS /
414 13.1.3* FINITE DIFFERENCE EQUATIONS / 417 13 .104 LOAD-TRANSFER
CURVES / 417 13.1 .5 LOAU-TRANSFER CURVES FOR SIDE RESISTANCE IN
COHESIVE SOIL / 418 13.1.6* LOAD-TRANSFER CURVES FAR END BEARING IN
COHESIVE SOIL / 419 13.1. 7 LOAD-TRANSFER CURVES FOR SIDE RESISTANCE IN*
COHESIONLESS SOIL / 421* 13.1.8 LOAD-TRANSFER CURVES FUER END BEARING IN*
COHESIONLESS SOIL / 425* 13.1.9* LOAD-TRANSFER CURVES FUER COHESIONLESS
INTERMEDIATED GEOMATERIALS / 426* 13.1.10* EXAMPLE PROBLEM / 430
13.1.11* EXPERIMENTAL TECHNIQUES FOR OBTAINING LOAD-TRANSFER VERSUS
MOVEMENT CURVES / 436 13.2* DESIGN FOR VERTICAL GROUND MOVEMENTS DUE TO
DOWNDRAG OR EXPANSIVE UPLIFT / 437 13.2.1 DOWNWARD MOVEMENT DUE TO
DOWNDRAG / 438 ]3.2.2 UPWARD MOVEMENT DUE TO EXPANSIVE UPLIFT / 439
PROBLEMS / 440 14* ANALYSIS AND DESIGN BY COMPUTER OR PILES SUBJECTED TO
LATERAL LOADING* 441 14.1* NATURE OF THE COMPREHENSIVE PROBLEM / 441
]4.2 DIFFERENTIAL EQUATION FOR A COMPREHENSIVE SOLUTION / 442 14.3*
RECOMMENDATIONS FOR P-Y CURVES FOR SOIL AND ROCK / 443 14.3.1*
INTRODUCTION / 443 XIV CONTENTS 14.3.2* RECOMMENDATIONS FOR P-Y CURVES
FOR CLAYS / 447* 14.3.3* RECOMMENDATIONS FOR P-Y CURVES FOR SANDS / 464*
14.3.4* MODIFICATIONS TO P-Y CURVES TUER SIOPING* GROUND / 473* 14.3.5*
MODIFICATIONS FOR RAKED (BATTERED PILES) / 477* 14.3.6* RECOMMENDATIONS
FOR P-Y CURVES FOR ROCK / 478* 14.4 SOLUTION OF THE DITJERENTIAL
EQUATION BY COMPUTER / 484* 14.4.1* INTRODUCTION / 484* 14.4.2*
FORMULATION OF THE EQUATION BY FINITE* DIFFERENCES / 486* 14.4.3*
EQUATIONS FOR BOUNDARY CONDITIONS FOR USEFUL* SOLUTIONS / 487* 14.5*
IMPLEMENTATION OF COMPUTER CODE / 489* 14.5.1* SELECTION OF THE LENGTH
OF THE INCREMENT / 490* 14.5.2* SAFE PENETRATION OF PILE WITH NO AXIAL
LOAD / 491* 14.5.3* BUCKLING OF A PIPE EXTENDING ABOVE THE* GROUNDLINE /
492* 14.5.4* STEEL PILE SUPPORTING A RETAINING WALL / 492* 14.5.5*
DRILLED SHAFT SUPPORTING AN OVERHEAD* STRUCTURE / 496* PROBLEMS / 499*
15 ANALYSIS OF PILE GROUPS* 503* 15.1* INTRODUCTION / 503* 15.2*
DISTRIBUTION OF LOAD TO PILES IN A GROUP: THE* TWO-DIMENSIONAL PROBLEM /
503* 15.2.1* MODEL OF THE PROBLEM / 504* 15.2.2* DETAILED STEP-BY-STEP
SOLUTION PROCEDURE / 510* 15.3* MODIFICATION OF P-Y CURVES FOR BATTERED
PILES / 510* 15.4* EXAMPLE SOLUTION SHOWING DISTRIBUTION OF A LOAD TO
PILES IN A* TWO-DIMENSIONAL GROUP / 511* 15.4.1 SOLUTION BY HAND
COMPUTATIONS / 511* 15.5 EFFICIENCY OF PILES IN GROUPS UNDER LATERAL
LOADING / 517* 15.5.1* MODIFYING LATERAL RESISTANCE OF CLOSELY SPACED*
PILES / 517* 15.5.2* CUSTOMARY METHODS OF ADJUSTING LATERAL RESISTANCE*
FOR CLOSE SPACING / 518* 15.5.3* ADJUSTING FOR CLOSE SPACING UNDER
LATERAL LOADING* BY MODIFIED P-Y CURVES / 521* 15.6 EFFICIENCY OF PILES
IN GROUPS UNDER AXIAL LOADING / 527* 15.6.1* INTRODUCTION / 527*
CONTENTS XV 15.6.2* EFFICIENCY OF PILES IN A GROUP IN COHESIONLESS*
SOILS / 529* 15.6.3* EFFICIENCY OF PILES IN A GROUP IN COHESIVE* SOILS /
531* 15.6.4 CONC1UDING COMMENTS / 534* PROBLEMS / 535* APPENDIX* 537*
REFERENCES* 539* INDEX* 559*
|
| any_adam_object | 1 |
| author | Reese, Lymon C. |
| author_facet | Reese, Lymon C. |
| author_role | aut |
| author_sort | Reese, Lymon C. |
| author_variant | l c r lc lcr |
| building | Verbundindex |
| bvnumber | BV024610867 |
| ctrlnum | (OCoLC)636197123 (DE-599)BVBBV024610867 |
| dewey-full | 624.15 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624.15 |
| dewey-search | 624.15 |
| dewey-sort | 3624.15 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen |
| format | Book |
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| id | DE-604.BV024610867 |
| illustrated | Not Illustrated |
| indexdate | 2024-12-20T13:58:46Z |
| institution | BVB |
| isbn | 0471431591 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-018583600 |
| oclc_num | 636197123 |
| open_access_boolean | |
| owner | DE-83 |
| owner_facet | DE-83 |
| physical | XXXIII, 574 S. |
| publishDate | 2006 |
| publishDateSearch | 2006 |
| publishDateSort | 2006 |
| publisher | Wiley |
| record_format | marc |
| spellingShingle | Reese, Lymon C. Analysis and design of shallow and deep foundations |
| title | Analysis and design of shallow and deep foundations |
| title_auth | Analysis and design of shallow and deep foundations |
| title_exact_search | Analysis and design of shallow and deep foundations |
| title_full | Analysis and design of shallow and deep foundations Lymon C. Reese ; William M. Isenhower ; Shin-Tower Wang |
| title_fullStr | Analysis and design of shallow and deep foundations Lymon C. Reese ; William M. Isenhower ; Shin-Tower Wang |
| title_full_unstemmed | Analysis and design of shallow and deep foundations Lymon C. Reese ; William M. Isenhower ; Shin-Tower Wang |
| title_short | Analysis and design of shallow and deep foundations |
| title_sort | analysis and design of shallow and deep foundations |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=018583600&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
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