Geological engineering:
Gespeichert in:
Hauptverfasser: | , |
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Format: | Buch |
Sprache: | English Spanish |
Veröffentlicht: |
Leiden, The Netherlands
CRC Press/Balkema
2011
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Schlagworte: | |
Online-Zugang: | Inhaltsverzeichnis |
Beschreibung: | Includes bibliographical references and index |
Beschreibung: | xiv, 678 p. col. ill., maps 29 cm |
ISBN: | 9780415413527 0415413524 |
Internformat
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245 | 1 | 0 | |a Geological engineering |c Luis I. González de Vallejo, Mercedes Ferrer ; with a foreword by M.H. de Freitas |
264 | 1 | |a Leiden, The Netherlands |b CRC Press/Balkema |c 2011 | |
300 | |a xiv, 678 p. |b col. ill., maps |c 29 cm | ||
336 | |b txt |2 rdacontent | ||
337 | |b n |2 rdamedia | ||
338 | |b nc |2 rdacarrier | ||
500 | |a Includes bibliographical references and index | ||
546 | |a Translated from the spanish. | ||
650 | 4 | |a Engineering geology | |
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Datensatz im Suchindex
_version_ | 1804150658550464512 |
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adam_text | Titel: Geological engineering
Autor: González de Vallejo, Luis I
Jahr: 2011
CONTENTS
ABOUT THE AUTHORS xv Plasticity 24
Phase relationships 26
CONTRIBUTORS xvii
FOREWORD xix
PREFACE xxi
2.3 FLOW OF WATER THROUGH SOILS 28
Total head. Bernoulli s Theorem 29
Hydrostatic conditions 29
Ground water flow 30
Basic concepts. Head loss and permeability 30
Hydraulic head and hydraulic gradient 31
PART I - FUNDAMENTALS D^ys law 3i
Steady flow in an isotropic medium 33
1 INTRODUCTION TO GEOLOGICAL Anisotropic soil conditions 36
ENGINEERING 3 Permeability and water flow in stratified
1.1 DEFINITION AND IMPORTANCE OF soils 38
GEOLOGICAL ENGINEERING 4 2.4 EFFECTIVE STRESS 40
1.2 THE GEOLOGICAL ENVIRONMENT AND ITS Soil phases and soil structure 40
RELATION WITH ENGINEERING 6 Saturated soils. The principle of
effective stress 41
1.3 GEOLOGICAL FACTORS AND GEOTECHNICAL Seepage forces and piping 44
PROBLEMS 8 Loading saturated soils 50
1.4 METHODS AND APPLICATIONS IN The concept of consolidation 50
GEOLOGICAL ENGINEERING 15 Concepts of loading with
and without drainage 51
1.5 INFORMATION SOURCES IN ENGINEERING Undrained loading in saturated soils 52
GEOLOGY 16
2.5 CONSOLIDATION AND COMPRESSIBILITY 56
1.6 HOW THIS BOOK IS STRUCTURED 16 Normally consolidated and over-
RECOMMENDED READING 17 consolidated soils 56
Horizontal stresses in the ground 62
REFERENCES 17 Influence of complementary factors on soil
2 SOIL MECHANICS AND ENGINEERING behaviour 63
GEOLOGY OF SEDIMENTS 19 The oedometer test 65
2.6 SHEAR STRENGTH OF SOILS 71
2.1 INTRODUCTION 20
The nature of soils 20
Soils in geotechnical engineering 20
Failure criterion 71
The direct shear test 72
Behaviour of soils subjected to shear stress 76
2.2 SOIL DESCRIPTION AND CLASSIFICATION. Granular soils 76
PHASE RELATIONSHIPS 23 Clay soils 78
Types of soils 23 The triaxial test 79
Particle size distribution 23 The test apparatus 79
CONTENTS
Types of test 81 Weathering processes 125
The uniaxial compression test 85 Weathering of intact rock 126
Weathering of rock masses 127
Groundwater 129
Permeability and water flow 129
Effects of water on the properties
of rock masses 129
2.7 INFLUENCE OF MINERALOGY AND FABRIC
ON THE GEOTECHNICAL PROPERTIES
OF SOILS 85
Clay minerals in engineering geology 86
Physico-chemical properties 88
Geotechnical properties and mineralogical 3.3 STRESS AND STRAIN IN ROCKS 131
composition 89 Force and stress 131
Microfabricof clayey soils 89 Stress on a plane 132
Geotechnical properties and microfabric 93 Stress in three dimensions 138
Summary 94 Strength and failure 139
Basic concepts 139
Failure mechanisms 140
Stress-strain relationships in rock 141
2.8 ENGINEERING GEOLOGICAL
CHARACTERISTICS OF SEDIMENTS 94
Colluvial deposits 95
Alluvial deposits 95 Strength criteria 144
Lacustrine deposits 95 3.4 STRENGTH AND DEFORMABILITY
Coastal deposits 95 OF INTACT ROCK 147
Glacial deposits 96 Strength and strength parameters 147
Deserts and arid climate deposits 97 Effects of anisotropy and pore
Evaporitic deposits 98 pressure on strength 147
Tropical soils 98 Failure criteria 149
Volcanic soils 99 Mohr-Coulomb criterion 149
Hoek-Brown s criterion 150
2.9 PROBLEMATIC SOILS 100
Deformability 150
Swelling and shrinking clays 101 , , , .
_. . .. „„_ Strength and deformability
Dispersive soils 103
Saline and aggressive soils 104
laboratory tests 154
_ .. ... ., ,„„ Uniaxial compression test 154
Collapsible soils 104 ......
Triaxial compression test 159
The action of ice and permafrost 106
Soft sensitive soils 106
Soils susceptible to liquefaction 106
RECOMMENDED READING 107
Tensile strength tests 162
Sonic velocity 164
Limitations of laboratory tests 164
3.5 DISCONTINUITIES 165
REFERENCES 107 Influence on rock mass behaviour 165
3 ROCK MECHANICS 109 Types of discontinuities 166
Characteristics of discontinuities 168
3.1 INTRODUCTION 110 Shear strength of discontinuity planes 170
Definition, objectives and scope 110 Barton and Choubey criterion 172
Rock and soil 112 Discontinuities with infilling 175
Rock masses 113 Direct shear strength laboratory test 175
3.2 PHYSICAL AND MECHANICAL PROPERTIES Permeability and water pressure 177
OF ROCKS 116 3.6 STRENGTH AND DEFORMABILITY OF ROCK
Rock characteristics 116 MASSES 179
Physical properties of intact rock 118 Rock mass strength 179
Rock classification for geotechnical Failure criteria for isotropic
purposes 122 rock masses 181
Rock mass classification 124 Failure criteria for anisotropic
Weathering of rock 125 rock masses 186
CONTENTS
Summary 187 Pumping tests 238
Rock mass deformability 187 Injection tests 248
/ns/tudeformability tests 188 Tracer tests 249
Geophysical methods 188 ^ S0LUT|0N METHODS 251
Empirical correlations 89 Analytical methods 251
Permeability and water pressure 193 . 2 2
Numerical methods 253
Scale effect 195
3.7 IN SITU STRESS 201 46 chemical PR0PERTIES OF WATER 255
Origin and types of in situ stress 201 Chemical quality of groundwater 255
Geological and morphological factors Physical-chemical processes. Water-aquifer
which influence the state of stress 203 interaction 256
Methods for measuring in situ stress 205 Contamination of groundwater 257
Measuring the direction of stresses by Anthropogenic activities 257
geological methods 206 Mechanisms of ground water contamination 258
Estimating stress magnitude from
empirical relationships 207 RECOMMENDED READING AND REFERENCES 259
Instrumental methods for measuring
orientation and magnitude of stress 207 PART II — METHODS
3.8 ROCK MASS CLASSIFICATIONS 215 5 SITE INVESTIGATION 263
RMR Classification 216
Geomechanical classifications in practice 216
5.1 PLANNING AND DESIGN 264
Aims and importance 264
RECOMMENDED READING 220 Planning site investigations 264
REFERENCES 221 5.2 PRELIMINARY INVESTIGATIONS 268
Desk-based study 268
4 HYDROGEOLOGY 223
4.1
Aerial photo and remote sensing
HYDROGEOLOGICAL BEHAVIOUR interpretation 269
OF SOILS AND ROCKS 224 Aerial photo interpretation 269
Types of aquifers and their behaviour 224 Remote sensing 270
Piezometric level 227 The walk-over survey 273
Water movement in aquifers 228 Preliminary site investigation report 275
4.2 HYDROGEOLOGICAL PARAMETERS 230 5.3 ENGINEERING GEOPHYSICS 275
Porosity 230 Surface geophysics 276
Storage coefficient 231 Electrical methods 276
Permeability 232 Seismic methods 277
Transmissivity 233 Electromagnetic methods 282
Gravity methods 285
4.3 FLOW. DARCY S LAW AND FUNDAMENTAL Magnetic methods 285
FLOW EQUATIONS IN POROUS MEDIA 233 Borehole geophysics 286
Darcy s law 233 Geophysical logging 286
Darcy s velocity and real velocity 234 Seismic logging inside boreholes 287
Generalization of Darcy s law 235 Seismic tomography 288
Continuity equation for steady flow 236
, ... ,,c 5.4 BOREHOLES, TRIAL PITS, TRENCHES
Laplace equation 236 ,„„r,„rai„r
Poisson s equation 237
Flow equation in transitory regime 237
AND SAMPLING 289
Borehole drilling 289
Rotary drilling 289
4.4 EVALUATION METHODS FOR HYDRO- Auger drilling 291
GEOLOGICAL PARAMETERS 238 Percussion drilling 292
CONTENTS
Special boreholes 293 Filling 342
Number and depth of boreholes 293 Seepage 343
Borehole data presentation 293
Trial excavations 293
Geotechnical sampling 294
Borehole logging 297
6.5 ROCK MASS PARAMETERS 343
Number and orientation of
discontinuity sets 344
Block size and fracture degree 344
5.5 IN SITU TESTS 301 Degree of weathering 347
6.6 ROCK MASS CLASSIFICATION AND
CHARACTERISATION 349
REFERENCES 350
7.1 DEFINITION 352
Standard penetration test (SPT) 301
Probing penetrometers 302
Cone penetration test (CPT) 303
Field vane test 305 RECOMMENDED READING 349
Schmidt hammer test 305
Point load test 306
Shear strength test on 7 ENGINEERING GEOLOGICAL MAPPING 351
discontinuities 308
Tilt test 310
Pressuremeter test 311 7.2 TYPES OF MAPS 352
Plate loading test on soils 311 Classification 352
Dilatometertest 312 Content of engineering geological maps 354
Plate loading test on rock 313 Classification and geotechnical
Flatjacktest 313 properties of soils and rocks 354
Seismic methods 316 Hydrogeological conditions 357
Measuring in situ stress 316 Geomorphological conditions 357
Permeability tests 316 Geodynamic processes 357
Permeability tests on soils 316
Permeability tests on rock 317
7.3 MAPPING METHODS 358
Geotechnical zoning 358
5.6 GEOTECHNICAL INSTRUMENTATION 319 Representing data 358
Displacement measurements 319 Computer aided mapping 360
Pore pressure and water level Geotechnical cross-sections 360
measurements 322
Stress measurements 324
7.4 DATA COLLECTION 360
RECOMMENDED READING 325
7.5 APPLICATIONS 361
Land and urban planning 361
REFERENCES 325 Engineering 361
6 ROCK MASS DESCRIPTION AND RECOMMENDED READING 365
CHARACTERISATION 327
REFERENCES 365
6.1 METHODOLOGY 328
6.2 DESCRIPTION AND ZONING 331
PART III - APPLICATIONS
8 FOUNDATIONS 369
6.3 INTACT ROCK CHARACTERISATION 331
Identification 332
Weathering 332 8.1 INTRODUCTION 370
Strength 332 Basic design criteria 370
6.4 DESCRIPTION OF DISCONTINUITIES 335 Stages in foundation design 371
Orientation 335 8.2 SHALLOW FOUNDATIONS 371
Spacing 336 Types of shallow foundations 371
Persistence 337 Ultimate bearing capacity 372
Roughness 338 Basic definitions 372
Strength of discontinuity wall 340 Calculating the ultimate bearing
Aperture 341 capacity 373
CONTENTS
Ultimate bearing capacity in undrained Geological structure and discontinuities 404
conditions 374 Hydrogeological conditions 405
Ultimate bearing capacity in drained Geomechanical properties of soil and rock
conditions 375 masses 408
Factor of safety. Safe bearing capacity 375 In situ stresses 408
Distribution of pressures under shallow Other factors 409
foundations 376
Stress distribution under loaded areas 378 9A TYPES OF SLOPE FAILURE 410
Fundamentals. Criteria for use 378
Point load on an elastic half-space 379
Vertical stresses under the corner
of a uniformly loaded rectangle 379
Stresses under a uniformly loaded
circular area 380 Bucklin9 414
Settlement in soils 382 Non-planar failure 414
General considerations 382 9.5 STABILITY ANALYSIS 415
Immediate and consolidation Introduction 415
Soil slopes 410
Rock slopes 411
Plane failure 411
Wedge failure 412
Toppling 413
settlement 382
Limit equilibrium methods 415
Immediate and primary consolidation Soil slopes 417
settlements in saturated clays 383 R0Ck slopes 426
Settlements in granular soils 384 Stress-strain methods 432
Settlements in stiff clays 384 Geomechanical slope classification 433
8.3 DEEP FOUNDATIONS 385 Slope mass rating (SMR) 433
Types of pile 386
9.6 STABILIZATION MEASURES 434
434
Single piles 387 Introduction
Ultimate load capacity of a pile 389 Stabilization methods 435
Pile groups 391
Modifying the geometry 435
Negative friction on piles 391 Drainage methods 436
Laterally loaded piles 392 Resistant structural elements 439
8.4 FOUNDATIONS ON ROCK 392 Walls and retaining elements 440
Surface protection measures 441
8.5 FOUNDATIONS IN COMPLEX GEOLOGICAL
CONDITIONS 394 9-7 MONITORING AND CONTROL 443
Expansive soils 394 g8 SL0PE EXCAVATION 445
Collapsible soils 396 Rippability criteria 447
Karstlc cavities 396
Volcanic cavities 396 RECOMMENDED READING 449
Soft and organic soils 397
Anthropogenic fills 397
REFERENCES 449
10 TUNNELS 451
8.6 SITE INVESTIGATION 398
Stages in site investigations 398 10.1 INTRODUCTION 452
RECOMMENDED READING 400 10.2 SITE INVESTIGATION 453
REFERENCES 400
10.3 INFLUENCE OF GEOLOGICAL CONDITIONS 454
9 SLOPES 401 Geological structure 457
Discontinuities 458
9.1 INTRODUCTION 402 Intact rock strength 459
9.2 SITE INVESTIGATIONS 403 Hydrogeological conditions 460
In situ stress 461
9.3 FACTORS INFLUENCING SLOPE STABILITY 404 Methods of analysis 462
Stratigraphy and lithology 404 Effects of high stress on tunnelling 464
CONTENTS
10.4 GEOMECHANICAL DESIGN PARAMETERS 464 11.3 SITE INVESTIGATION 507
Geological and geomechanical data 464 Planning site investigation 507
Strength and deformability 465 Preliminary and feasibility studies 508
Magnitude and direction of Selecting the type of dam 508
in situ stress 466 Design 508
Estimation of K from the TSI index 466 Construction 508
Sheorey s method 471 Operation 509
Water inflow and pressure 471 Site investigation methods 509
10.5 ROCK MASS CLASSIFICATIONS FOR 11.4 ENGINEERING GEOLOGICAL CRITERIA
TUNNELLING 472 FOR DAM SELECTION 513
O System 472 General criteria 513
SRC rock mass classification 476 Foundation conditions 513
Suggested criteria for the application Availability of materials 514
of rock mass classifications 480 Siting of auxiliary structures 514
Conditions for embankment dams 515
Conditions for concrete dams 515
Environmental considerations 515
10.6 TUNNEL SUPPORT DESIGN USING
ROCK MASS CLASSIFICATIONS 480
Tunnel support based on RMR
classification 481 11.5 GEOLOGICAL MATERIALS FOR DAM
Tunnel support based on the Q index 483 CONSTRUCTION 516
10 7 EXCAVABILITY 483 Site investigations for dam materials 516
Types of materials 516
10.8 TUNNEL EXCAVATION AND SUPPORT Cores 516
METHODS IN ROCK 484 Rockfills and ripraps 517
Excavation methods 487 Filters and drains 517
Stages of excavation 489 Aggregates 517
11.6 RESERVOIR WATER TIGHTNESS 518
Support systems 489
Ground improvement 491
The New Austrian Tunnelling Method 491 11.7 PERMEABILITY OF DAM FOUNDATIONS 519
Portals 492 Uplift pressures 519
10.9 TUNNEL EXCAVATION AND SUPPORT
METHODS IN SOIL 493
Non-mechanical excavation methods 493 11.8 RESERVOIR SLOPE STABILITY 521
Erosion 519
Leakage control 521
Semi-mechanical excavation methods 493
Tunnel excavation with tunnel boring
machines 494
11.9 ENGINEERING GEOLOGICAL CONDITIONS
FOR DAM FOUNDATIONS 523
General conditions 523
10.10 GEOLOGICAL ENGINEERING DURING Loads on dam foundations 523
TUNNEL CONSTRUCTION 495 Dam foundation failure mechanisms 524
RECOMMENDED READING 499 Stress distributions in dam foundations 527
Foundation improvement measurements 528
REFERENCES 499 Dam foundation problems and possible
11 DAMS AND RESERVOIRS 501
11.1 INTRODUCTION 502
remedial measures 529
11.10 SEISMIC ACTIONS AND INDUCED
SEISMICITY 532
RECOMMENDED READING 533
11.2 TYPES OF DAMS AND AUXILIARY
STRUCTURES 503
Types of dams 503 REFERENCES 533
12 EARTH STRUCTURES 535
Embankment dams 504
Concrete dams 504
Auxiliary structures 506 12.1 INTRODUCTION 536
CONTENTS
12.2 DESIGN METHODOLOGY 537 Susceptibility and hazard maps 591
Slope movement maps 591
12.3 MATERIALS 540
Earthfill embankments 540
Rockfill embankments 541 RECOMMENDED READING 593
Collapse and subsidence maps 592
REFERENCES 593
14 SEISMIC HAZARD 595
14.1 INTRODUCTION 596
13.1 INTRODUCTION 556
Coarse rockfill 545
12.4 IMPLEMENTATION AND CONTROL 545
12.5 EMBANKMENTS ON SOFT SOILS 548
12.6 EMBANKMENTS ON SLOPES 550
14.2 FAULTS AND EARTHQUAKES 596
REFERENCES AND RECOMMENDED READING 551 Faults as the source of earthquakes 596
Stick-slip regimes and the seismic cycle 597
PART IV - GEOLOGICAL HAZARDS The seismic fault model 598
13 LANDSLIDES AND OTHER MASS Slip rates and recurrence periods 599
MOVEMENTS 555 Geological recording of fault activity 600
The study of seismic faults 600
14.3 SEISMICITY STUDIES 604
13.2 SLOPE MOVEMENTS 556
Types of slope movements 557 ^ SEISMIC HAZARD ANALYSIS 606
Landslides 557
Flows 560
Rock falls 561 145 SEISMIC SITE RESPONSE 609
Rock avalanches 562 Design earthquake 610
Lateral displacements 562 Seismic parameters of ground motion 610
Causes of slope movements 563 Modification of ground motion by local
Rainfall and climatic conditions 565 conditions 611
Changes in water level 567
Eros¡on 567 14.6 GROUND EFFECTS INDUCED BY
Earthquakes 568 EARTHQUAKES 613
Volcanism 569 Liquefaction potential 613
5gg Landslides induced by earthquakes 615
Fault rupture 616
Deterministic method 606
Probabilistic methods 608
Human actions
13.3 INVESTIGATION OF LANDSLIDES 570
General field surveys 570 14.7 APPLICATIONS TO GEOLOGICAL
Analysis of the processes 574 ENGINEERING 617
Detailed investigations 576 Seismic hazard studies applied to site
Stability analysis 580 assessment 617
Monitoring 581 Seismic microzonation 617
Alarm systems 582 Seismic vulnerability assessment 619
13.4 CORRECTIVE MEASURES 582 RECOMMENDED READING 622
Stabilisation and protection against REFERENCES 622
rock falls 583
15 PREVENTION OF GEOLOGICAL HAZARDS 625
13.5 COLLAPSE AND SUBSIDENCE 585
Types of movements and their causes 585 15.1 GEOLOGICAL HAZARDS 626
15.2 HAZARD, RISK AND VULNERABILITY 627
Collapse 586
Subsidence 587
Investigation of the processes 587 15.3 SAFETY CRITERIA IN GEOLOGICAL
Corrective measures 589 ENGINEERING 631
13.6 PREVENTION OF RISKS FROM MASS 15.4 PREVENTION AND MITIGATION
MOVEMENTS 589 OF GEOLOGICAL HAZARDS 638
CONTENTS
15.5 HAZARD AND RISK MAPS 639 APPENDIX C
SYMBOLS AND ACRONYMS 657
RECOMMENDED READING 641
REFERENCES 642
APPENDIX D
LIST OF BOXES 663
APPENDIX A APPENDIXE
CHARTS FOR CIRCULAR AND WEDGE PERMISSIONS TO REPRODUCE FIGURES
FAILURE ANALYSIS 643 AND TABLES 665
APPENDIX B INDEX 671
PRESSURE UNITS CONVERSION CHART 653
|
any_adam_object | 1 |
author | González de Vallejo, Luis I. Ferrer, Mercedes |
author_GND | (DE-588)1029213399 |
author_facet | González de Vallejo, Luis I. Ferrer, Mercedes |
author_role | aut aut |
author_sort | González de Vallejo, Luis I. |
author_variant | d v l i g dvli dvlig m f mf |
building | Verbundindex |
bvnumber | BV041221311 |
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dewey-ones | 624 - Civil engineering |
dewey-raw | 624.1/51 |
dewey-search | 624.1/51 |
dewey-sort | 3624.1 251 |
dewey-tens | 620 - Engineering and allied operations |
discipline | Geologie / Paläontologie Bauingenieurwesen |
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id | DE-604.BV041221311 |
illustrated | Illustrated |
indexdate | 2024-07-10T00:42:25Z |
institution | BVB |
isbn | 9780415413527 0415413524 |
language | English Spanish |
lccn | 2010052637 |
oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-026195864 |
oclc_num | 732689479 |
open_access_boolean | |
owner | DE-83 |
owner_facet | DE-83 |
physical | xiv, 678 p. col. ill., maps 29 cm |
publishDate | 2011 |
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publishDateSort | 2011 |
publisher | CRC Press/Balkema |
record_format | marc |
spelling | González de Vallejo, Luis I. Verfasser (DE-588)1029213399 aut Geological engineering Luis I. González de Vallejo, Mercedes Ferrer ; with a foreword by M.H. de Freitas Leiden, The Netherlands CRC Press/Balkema 2011 xiv, 678 p. col. ill., maps 29 cm txt rdacontent n rdamedia nc rdacarrier Includes bibliographical references and index Translated from the spanish. Engineering geology Ingenieurgeologie (DE-588)4125674-8 gnd rswk-swf Ingenieurgeologie (DE-588)4125674-8 s DE-604 Ferrer, Mercedes Verfasser aut HBZ Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=026195864&sequence=000002&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
spellingShingle | González de Vallejo, Luis I. Ferrer, Mercedes Geological engineering Engineering geology Ingenieurgeologie (DE-588)4125674-8 gnd |
subject_GND | (DE-588)4125674-8 |
title | Geological engineering |
title_auth | Geological engineering |
title_exact_search | Geological engineering |
title_full | Geological engineering Luis I. González de Vallejo, Mercedes Ferrer ; with a foreword by M.H. de Freitas |
title_fullStr | Geological engineering Luis I. González de Vallejo, Mercedes Ferrer ; with a foreword by M.H. de Freitas |
title_full_unstemmed | Geological engineering Luis I. González de Vallejo, Mercedes Ferrer ; with a foreword by M.H. de Freitas |
title_short | Geological engineering |
title_sort | geological engineering |
topic | Engineering geology Ingenieurgeologie (DE-588)4125674-8 gnd |
topic_facet | Engineering geology Ingenieurgeologie |
url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=026195864&sequence=000002&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
work_keys_str_mv | AT gonzalezdevallejoluisi geologicalengineering AT ferrermercedes geologicalengineering |