Single piles and pile groups under lateral loading:
Gespeichert in:
| Hauptverfasser: | , |
|---|---|
| Format: | Buch |
| Sprache: | English |
| Veröffentlicht: |
Boca Raton, Fla. [u.a.]
CRC Press
2011
|
| Ausgabe: | 2. ed. |
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | Previous ed.: 2001. - Includes CD-ROM |
| Beschreibung: | XXI, 507 S. graph. Darst. 1 CD-Rom |
| ISBN: | 9780415469890 9780415469883 |
Internformat
MARC
| LEADER | 00000nam a2200000 c 4500 | ||
|---|---|---|---|
| 001 | BV037416479 | ||
| 003 | DE-604 | ||
| 005 | 20140123 | ||
| 007 | t | ||
| 008 | 110524s2011 d||| |||| 00||| eng d | ||
| 020 | |a 9780415469890 |c pbk. : GBP 39.95 |9 978-0-415-46989-0 | ||
| 020 | |a 9780415469883 |c hbk. : GBP 79.95 |9 978-0-415-46988-3 | ||
| 035 | |a (OCoLC)846012641 | ||
| 035 | |a (DE-599)BSZ324301359 | ||
| 040 | |a DE-604 |b ger | ||
| 041 | 0 | |a eng | |
| 049 | |a DE-83 | ||
| 082 | 0 | |a 624.1/54 | |
| 084 | |a BAU 259f |2 stub | ||
| 100 | 1 | |a Reese, Lymon C. |e Verfasser |4 aut | |
| 245 | 1 | 0 | |a Single piles and pile groups under lateral loading |c Lymon C. Reese ; William Van Impe |
| 250 | |a 2. ed. | ||
| 264 | 1 | |a Boca Raton, Fla. [u.a.] |b CRC Press |c 2011 | |
| 300 | |a XXI, 507 S. |b graph. Darst. |e 1 CD-Rom | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 500 | |a Previous ed.: 2001. - Includes CD-ROM | ||
| 650 | 0 | 7 | |a Boden-Bauwerk-Wechselwirkung |0 (DE-588)4609069-1 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Pfahlgründung |0 (DE-588)4173981-4 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Horizontalbelastung |0 (DE-588)4279750-0 |2 gnd |9 rswk-swf |
| 689 | 0 | 0 | |a Pfahlgründung |0 (DE-588)4173981-4 |D s |
| 689 | 0 | 1 | |a Horizontalbelastung |0 (DE-588)4279750-0 |D s |
| 689 | 0 | 2 | |a Boden-Bauwerk-Wechselwirkung |0 (DE-588)4609069-1 |D s |
| 689 | 0 | |5 DE-604 | |
| 700 | 1 | |a Van Impe, William F. |e Verfasser |0 (DE-588)135709024 |4 aut | |
| 856 | 4 | 2 | |m HBZ Datenaustausch |q application/pdf |u http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=022568832&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |3 Inhaltsverzeichnis |
| 999 | |a oai:aleph.bib-bvb.de:BVB01-022568832 | ||
Datensatz im Suchindex
| _version_ | 1804145716124188672 |
|---|---|
| adam_text | Titel: Single piles and pile groups under lateral loading
Autor: Reese, Lymon C
Jahr: 2011
Contents
Preface xv
List of Symbols xvii
1 Techniques for design 1
1.1 Introduction 1
1.2 Occurrence of laterally loaded piles 2
1.3 Nature of the soil response 3
1.4 Response of a pile to kinds of loading 7
1.4.1 Introduction 7
1.4.2 Static loading 7
1.4.3 Cyclic loading 8
1.4.4 Sustained loading 10
1.4.5 Dynamic loading 10
1.5 Models for use in analyses of a single pile 11
1.5.1 Elastic pile and elastic soil 11
1.5.2 Elastic pile and finite elements for soil 13
1.5.3 Rigid pile and plastic soil 13
1.5.4 Characteristic load method 14
1.5.5 Nonlinear pile and p-y model for soil 15
1.6 Models for groups of piles under lateral loading 17
1.7 Status of current state-of-the-art 20
Homework problems for chapter 1 20
2 Derivation of equations and methods of solution 23
2.1 Introduction 23
2.2 Derivation of the differential equation 23
2.2.1 Solution of reduced form of differential equation 26
2.2.2 Solution of the differential equation by difference equations 32
2.3 Solution for EPy = kPyx 38
2.3.1 Dimensional analysis 39
2.3.2 Equations for EPy = kpyx 44
2.3.3 Example solution 46
2.3.4 Discussion 50
2.4 Validity of the mechanics 51
Homework problems for chapter 2 52
viii
Contents
57
Models for response of soil and weak rock 53
3.1 Introduction
3.2 Mechanics concerning response of soil to lateral loading 54
3.2.1 Stress-deformation of soil 54
3.2.2 Proposed model for decay of Es 55
3.2.3 Variation of stiffness of soil {Es and Gs) with depth 56
3.2.4 Initial stiffness and ultimate resistance of
p-y curves from soil properties
3.2.5 Subgrade modulus related to piles under lateral loading 64
3.2.6 Theoretical solution by Skempton for subgrade
modulus and for p-y curves for saturated clays 66
3.2.7 Practical use of Skempton s equations and values of subgrade
modulus in analyzing a pile under lateral loading 67
3.2.8 Application of the Finite Element Method (FEM)
to obtaining p-y curves for static loading 68
3.3 Influence of diameter on p-y curves 69
3.3.1 Clay 69
3.3.2 Sand 69
3.4 Influence of cyclic loading 69
3.4.1 Clay 69
3.4.2 Sand 71
3.5 Experimental methods of obtaining p-y curves 72
3.5.1 Soil response from direct measurement 72
3.5.2 Soil response from experimental moment curves 72
3.5.3 Nondimensional methods for obtaining soil response 73
3.6 Early recommendations for computing p-y curves 73
3.6.1 Terzaghi 74
3.6.2 McClelland C Focht for clay (1958) 75
3.7 p-y curves for clays 75
3.7.1 Selection of stiffness of clay 76
3.7.2 Response of soft clay in the presence of free water 78
3.7.3 Response of stiff clay in the presence of free water 81
3.7.4 Response of stiff clay with no free water 88
3.8 p-y curves for sands above and below the water table 91
3.8.1 Detailed procedure 91
3.8.2 Recommended soil tests 94
3.8.3 Example curves 94
3.9 p-y curves for layered soils 94
3.9.1 Method of Georgiadis 95
3.9.2 Example p-y curves 95
3.10 p-y curves for soil with both cohesion and a friction angle 99
3.10.1 Background 99
3.10.2 Recommendations for computing p-y curves 99
3.10.3 Discussion 203
3.11 Other recommendations for computing p-y curves 104
3.11.1 Clay
3.11.2 Sand
Contents ix
3.12 Modifications to p-y curves for sloping ground 105
3.12.1 Introduction 105
3.12.2 Equations for ultimate resistance in clay 106
3.12.3 Equations for ultimate resistance in sand 107
3.13 Effect of batter 108
3.14 Shearing force at bottom of pile 108
3.15 p-y curves for weak rock 109
3.15.1 Introduction 109
3.15.2 Field tests 110
3.15.3 Interim recommendations for computing
p-y curves for weak rock 110
3.15.4 Comments on equations for predicting
p-y curves for rock 114
3.16 Selection of p-y curves 114
3.16.1 Introduction 114
3.16.2 Factors to be considered 114
3.16.3 Specific suggestions 115
Homework problems for chapter 3 117
4 Structural characteristics of piles 119
4.1 Introduction 119
4.2 Computation of an equivalent diameter of a pile
with a noncircular cross section 120
4.3 Mechanics for computation of Mujt and EPIP as
a function of bending moment and axial load 121
4.4 Stress-strain curves for normal-weight concrete and structural steel 125
4.5 Implementation of the method for a steel h-section 126
4.6 Implementation of the method for a steel pipe 129
4.7 Implementation of the method for a reinforced-concrete section 130
4.7.1 Example computations for a square shape 130
4.7.2 Example computations for a circular shape 132
4.8 Approximation of moment of inertia for a reinforced-concrete section 133
Homework problems for chapter 4 134
5 Analysis of groups of piles subjected to inclined
and eccentric loading 135
5.1 Introduction 135
5.2 Approach to analysis of groups of piles 136
5.3 Review of theories for the response of groups of piles
to inclined and eccentric loads 137
5.4 Rational equations for the response of a group of piles
under generalized loading 139
5.4.1 Introduction 139
5.4.2 Equations for a two-dimensional group of piles 143
5.5 Laterally loaded piles 147
5.5.1 Movement of pile head due to applied loading 147
5.5.2 Effect of batter 147
X
Contents
157
148
5.6 Axially loaded piles
5.6.1 Introduction
5.6.2 Relevant parameters concerning deformation of soil 148
5.6.3 Influence of method of installation on soil characteristics 150
5.6.4 Methods of formulating axial-stiffness curves 150
5.6.5 Calculation methods for load-settlement behaviour on the
basis of in-situ soil tests 153
5.6.6 Differential equation for solution of finite-difference
equation for axially loaded piles
5.6.7 Finite difference equation 159
5.6.8 Load-transfer curves 160
5.7 Closely-spaced piles under lateral loading 165
5.7.1 Modification of load-transfer curves for closely spaced piles 165
5.7.2 Concept of interaction under lateral loading 166
5.7.3 Proposals for solving for influence coefficients for
closely-spaced piles under lateral loading 167
5.7.4 Description and analysis of experiments with closely-spaced
piles installed in-line and side-by-side 170
5.7.5 Prediction equations for closely-spaced piles installed
in-line and side-by-side 174
5.7.6 Use of modified prediction equations in developing
p-y curves for analyzing results of experiments with
full-scale groups of piles 175
5.7.7 Discussion of the method of predicting the interaction
of closely-spaced piles under lateral loading 190
5.8 Proposals for solving for influence coefficients for
closely-spaced piles under axial loading 190
5.8.1 Modification of load-transfer curves for closely spaced piles 190
5.8.2 Concept of interaction under axial loading 190
5.8.3 Review of relevant literature 191
5.8.4 Interim recommendations for computing the efficiency
of groups of piles under axial load 194
5.9 Analysis of an experiment with batter piles 195
5.9.1 Description of the testing arrangement 195
5.9.2 Properties of the sand 196
5.9.3 Properties of the pipe piles 198
5.9.4 Pile group 199
5.9.5 Experimental curve of axial load versus settlement for
single pile 200
5.9.6 Results from experiment and from analysis 200
5.9.7 Comments on analytical method 202
Homework problems for chapter 5 202
Analysis of single piles and groups of piles
subjected to active and passive loading 205
6.1 Nature of lateral loading 90r
6.2 Active loading
Contents xi
6.2.1 Wind loading 205
6.2.2 Wave loading 207
6.2.3 Current loading 213
6.2.4 Scour 214
6.2.5 Ice loading 215
6.2.6 Ship impact 216
6.2.7 Loads from miscellaneous sources 218
6.3 Single piles or groups of piles subjected to active loading 218
6.3.1 Overhead sign 218
6.3.2 Breasting dolphin 222
6.3.3 Pile for anchoring a ship in soft soil 226
6.3.4 Offshore platform 232
6.4 Passive loading 243
6.4.1 Earth pressures 243
6.4.2 Moving soil 244
6.4.3 Thrusts from dead loading of structures 246
6.5 Single piles or groups of piles subjected to passive loading 246
6.5.1 Pile-supported retaining wall 246
6.5.2 Anchored bulkhead 251
6.5.3 Pile-supported mat at the Pyramid Building 257
6.5.4 Piles for stabilizing a slope 266
6.5.5 Piles in a settling fill in a sloping valley 272
Homework problems for chapter 6 279
7 Case studies 281
7.1 Introduction 281
7.2 Piles installed into cohesive soils with no free water 282
7.2.1 Bagnolet 282
7.2.2 Houston 285
7.2.3 Brent Cross 288
7.2.4 Japan 290
7.3 Piles installed into cohesive soils with free water above ground
surface 291
7.3.1 Lake Austin 291
7.3.2 Sabine 294
7.3.3 Manor 296
7.4 Piles installed in cohesionless soils 298
7.4.1 Mustang Island 298
7.4.2 Garston 301
7.4.3 Arkansas river 301
7.4.4 Roosevelt bridge 306
7.5 Piles installed into layered soils 307
7.5.1 Talisheek 307
7.5.2 Alcacer do Sol 311
7.5.3 Florida 312
7.5.4 Apapa 315
7.5.5 Salt Lake International Airport 315
XII
Contents
319
319
320
322
322
324
327
328
331
7.6 Piles installed in c-(f soil
7.6.1 Kuwait
7.6.2 Los Angeles
7.7 Piles installed in weak rock
7.7.1 Islamorada
7.7.2 San Francisco
7.8 Analysis of results of case studies
7.9 Comments on case studies
Homework problems for chapter 7
Testing of full-sized piles
8.1 Introduction
8.1.1 Scope of presentation ^
8.1.2 Method of analysis 335
8.1.3 Classification of tests
8.1.4 Features unique to testing of piles under lateral loading 334
8.2 Designing the test program 335
8.2.1 Planning for the testing 335
8.2.2 Selection of test pile and test site 335
8.3 Subsurface investigation 336
8.4 Installation of test pile 339
8.5 Testing techniques 340
8.6 Loading arrangements and instrumentation at the pile head 341
8.6.1 Loading arrangements 341
8.6.2 Instrumentation 344
8.7 Testing for design of production piles 348
8.7.1 Introduction 348
8.7.2 Interpretation of data 348
8.7.3 Example Computation 348
8.8 Example of testing a research pile for p-y curves 350
8.8.1 Introduction 350
8.8.2 Preparation of test piles 350
8.8.3 Test setup and loading equipment 352
8.8.4 Instrumentation 353
8.8.5 Calibration of test piles 357
8.8.6 Soil borings and laboratory tests 360
8.8.7 Installation of test piles 363
8.8.8 Test procedures and details of loading 366
8.8.9 Penetrometer tests 368
8.8.10 Ground settlement due to pile driving 371
8.8.11 Ground settlement due to lateral loading 371
8.8.12 Recalibration of test piles 373
8.8.13 Graphical presentation of curves showing bending moment 373
8.8.14 Interpretation of bending moment curves to obtain
p-y curves 375
8.9 Summary 379
Homework problems for chapter 8 379
Contents xiii
9 Implementation of factors of safety 381
9.1 Introduction 381
9.2 Limit states 381
9.3 Consequences of a failure 382
9.4 Philosophy concerning safety coefficient 384
9.5 Influence of nature of structure 385
9.6 Special problems in characterizing soil 385
9.6.1 Introduction 385
9.6.2 Characteristic values of soil parameters 387
9.7 Level of quality control 387
9.8 Two general approaches to selection of factor of safety 388
9.9 Global approach to selection of a factor of safety 388
9.9.1 Introductory comments 388
9.9.2 Recommendations of the American Petroleum Institute
(API) 389
9.10 Method of partial factors (psf) 390
9.10.1 Preliminary Considerations 390
9.10.2 Suggested values for partial factors for
design of laterally loaded piles 390
9.10.3 Example computations 391
9.11 Method of load and resistance factors (LRFD) 393
9.11.1 Introduction 393
9.11.2 Loads addressed by the LRFD specifications 393
9.11.3 Resistances addressed by the LRFD specifications 394
9.11.4 Design of piles by use of LRFD specifications 394
9.12 Concluding comment 395
Homework problems for chapter 9 395
10 Suggestions for design 397
10.1 Introduction 397
10.2 Range of factors to be considered in design 397
10.3 Validation of results from computations for single pile 398
10.3.1 Introduction 398
10.3.2 Solution of example problems 398
10.3.3 Check of echo print of input data 399
10.3.4 Investigation of length of word employed in internal
computations 399
10.3.5 Selection of tolerance and length of increment 399
10.3.6 Check of soil resistance 400
10.3.7 Check of mechanics 400
10.3.8 Use of nondimensional curves 400
10.4 Validation of results from computations for pile group 401
10.5 Additional steps in design 401
10.5.1 Risk management 401
10.5.2 Peer review 401
10.5.3 Technical contributions 402
10.5.4 The design team 402
xiv
Contents
APPENDICES
A Broms method for analysis of single piles under lateral loading 403
B Nondimensional coefficients for piles with finite length, no axial load,
constant Epflp, and constant Epy 419
C Difference equations for step-tapered beams on foundations having
variable stiffness 429
D Computer Program COM622 441
E Non-dimensional curves for piles under lateral loading for case where
Epy = kpyX. 451
F Tables of values of efficiency measured in tests of groups of piles under
lateral loading 461
G Horizontal stresses in soil near shaft during installation of a pile 465
H Use of data from testing uninstrumented piles under lateral loading to
obtain soil response 471
I Eurocode principles related to geotechnical design 477
J Discussion of factor of safety related to piles under axial load 481
REFERENCES 485
AUTHOR INDEX 501
SUBJECT INDEX
|
| any_adam_object | 1 |
| author | Reese, Lymon C. Van Impe, William F. |
| author_GND | (DE-588)135709024 |
| author_facet | Reese, Lymon C. Van Impe, William F. |
| author_role | aut aut |
| author_sort | Reese, Lymon C. |
| author_variant | l c r lc lcr i w f v iwf iwfv |
| building | Verbundindex |
| bvnumber | BV037416479 |
| classification_tum | BAU 259f |
| ctrlnum | (OCoLC)846012641 (DE-599)BSZ324301359 |
| dewey-full | 624.1/54 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624.1/54 |
| dewey-search | 624.1/54 |
| dewey-sort | 3624.1 254 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen |
| edition | 2. ed. |
| format | Book |
| fullrecord | <?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01708nam a2200421 c 4500</leader><controlfield tag="001">BV037416479</controlfield><controlfield tag="003">DE-604</controlfield><controlfield tag="005">20140123 </controlfield><controlfield tag="007">t</controlfield><controlfield tag="008">110524s2011 d||| |||| 00||| eng d</controlfield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">9780415469890</subfield><subfield code="c">pbk. : GBP 39.95</subfield><subfield code="9">978-0-415-46989-0</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">9780415469883</subfield><subfield code="c">hbk. : GBP 79.95</subfield><subfield code="9">978-0-415-46988-3</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(OCoLC)846012641</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)BSZ324301359</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-604</subfield><subfield code="b">ger</subfield></datafield><datafield tag="041" ind1="0" ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="049" ind1=" " ind2=" "><subfield code="a">DE-83</subfield></datafield><datafield tag="082" ind1="0" ind2=" "><subfield code="a">624.1/54</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">BAU 259f</subfield><subfield code="2">stub</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Reese, Lymon C.</subfield><subfield code="e">Verfasser</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Single piles and pile groups under lateral loading</subfield><subfield code="c">Lymon C. Reese ; William Van Impe</subfield></datafield><datafield tag="250" ind1=" " ind2=" "><subfield code="a">2. ed.</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="a">Boca Raton, Fla. [u.a.]</subfield><subfield code="b">CRC Press</subfield><subfield code="c">2011</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">XXI, 507 S.</subfield><subfield code="b">graph. Darst.</subfield><subfield code="e">1 CD-Rom</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="b">n</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="b">nc</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">Previous ed.: 2001. - Includes CD-ROM</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Boden-Bauwerk-Wechselwirkung</subfield><subfield code="0">(DE-588)4609069-1</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Pfahlgründung</subfield><subfield code="0">(DE-588)4173981-4</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Horizontalbelastung</subfield><subfield code="0">(DE-588)4279750-0</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="689" ind1="0" ind2="0"><subfield code="a">Pfahlgründung</subfield><subfield code="0">(DE-588)4173981-4</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2="1"><subfield code="a">Horizontalbelastung</subfield><subfield code="0">(DE-588)4279750-0</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2="2"><subfield code="a">Boden-Bauwerk-Wechselwirkung</subfield><subfield code="0">(DE-588)4609069-1</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2=" "><subfield code="5">DE-604</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Van Impe, William F.</subfield><subfield code="e">Verfasser</subfield><subfield code="0">(DE-588)135709024</subfield><subfield code="4">aut</subfield></datafield><datafield tag="856" ind1="4" ind2="2"><subfield code="m">HBZ Datenaustausch</subfield><subfield code="q">application/pdf</subfield><subfield code="u">http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=022568832&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA</subfield><subfield code="3">Inhaltsverzeichnis</subfield></datafield><datafield tag="999" ind1=" " ind2=" "><subfield code="a">oai:aleph.bib-bvb.de:BVB01-022568832</subfield></datafield></record></collection> |
| id | DE-604.BV037416479 |
| illustrated | Illustrated |
| indexdate | 2024-07-09T23:23:52Z |
| institution | BVB |
| isbn | 9780415469890 9780415469883 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-022568832 |
| oclc_num | 846012641 |
| open_access_boolean | |
| owner | DE-83 |
| owner_facet | DE-83 |
| physical | XXI, 507 S. graph. Darst. 1 CD-Rom |
| publishDate | 2011 |
| publishDateSearch | 2011 |
| publishDateSort | 2011 |
| publisher | CRC Press |
| record_format | marc |
| spelling | Reese, Lymon C. Verfasser aut Single piles and pile groups under lateral loading Lymon C. Reese ; William Van Impe 2. ed. Boca Raton, Fla. [u.a.] CRC Press 2011 XXI, 507 S. graph. Darst. 1 CD-Rom txt rdacontent n rdamedia nc rdacarrier Previous ed.: 2001. - Includes CD-ROM Boden-Bauwerk-Wechselwirkung (DE-588)4609069-1 gnd rswk-swf Pfahlgründung (DE-588)4173981-4 gnd rswk-swf Horizontalbelastung (DE-588)4279750-0 gnd rswk-swf Pfahlgründung (DE-588)4173981-4 s Horizontalbelastung (DE-588)4279750-0 s Boden-Bauwerk-Wechselwirkung (DE-588)4609069-1 s DE-604 Van Impe, William F. Verfasser (DE-588)135709024 aut HBZ Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=022568832&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Reese, Lymon C. Van Impe, William F. Single piles and pile groups under lateral loading Boden-Bauwerk-Wechselwirkung (DE-588)4609069-1 gnd Pfahlgründung (DE-588)4173981-4 gnd Horizontalbelastung (DE-588)4279750-0 gnd |
| subject_GND | (DE-588)4609069-1 (DE-588)4173981-4 (DE-588)4279750-0 |
| title | Single piles and pile groups under lateral loading |
| title_auth | Single piles and pile groups under lateral loading |
| title_exact_search | Single piles and pile groups under lateral loading |
| title_full | Single piles and pile groups under lateral loading Lymon C. Reese ; William Van Impe |
| title_fullStr | Single piles and pile groups under lateral loading Lymon C. Reese ; William Van Impe |
| title_full_unstemmed | Single piles and pile groups under lateral loading Lymon C. Reese ; William Van Impe |
| title_short | Single piles and pile groups under lateral loading |
| title_sort | single piles and pile groups under lateral loading |
| topic | Boden-Bauwerk-Wechselwirkung (DE-588)4609069-1 gnd Pfahlgründung (DE-588)4173981-4 gnd Horizontalbelastung (DE-588)4279750-0 gnd |
| topic_facet | Boden-Bauwerk-Wechselwirkung Pfahlgründung Horizontalbelastung |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=022568832&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| work_keys_str_mv | AT reeselymonc singlepilesandpilegroupsunderlateralloading AT vanimpewilliamf singlepilesandpilegroupsunderlateralloading |