Search — EtoBox

9 works shown

9 works · 2 duplicate files collapsed

Showing the first matches. Checking the full catalogue…

BOOKS

Books

1 total

Mayne Attraction in the Spotlight

Ann Mauren

epuben2011

Read now

DOCUMENTS · SCRIBD

Documents

9 total

4523 Mayne 8887-W Kobi Ãƒâœbertopf Weiãƒâÿ

6980 Mayne 5875-W Polyethylene Planter White

5268 Mayne 5875-W Polyethylene Planter White

6765 Mayne 5881-W Pflanzgefãƒ¤ãƒÿ Polyethylen 16 X 16 Cm Weiãƒÿ

9113 Mayne 5881-W Pflanzgefãƒ Ãƒâÿ Polyethylen 16 X 16 CM Weiãƒâÿ

alayna.tavion

0626 Mayne Inc. Sedona 2832-W Pflanzgefãƒ Ãƒâÿ 71 1 CM Hoch 40 6 CM Durchmesser X 71 1 CM Hãƒ He Mi

xzavior.corwyn

7111 Mayne Inc. Augusta 5893-W Pflanzgefãƒ¤ãƒÿ 50 8 Cm Hoch 38 1 Cm L X 38 1 Cm B X 50 8 Cm H M

STUDY GUIDES & COMPANIONS

Study guides & companions

1 total

Analysis of Cone Resistance Revie

Study guidepdfen

Read now

RESEARCH ARTICLES

Research articles

12 total

Closure to “CPT Evaluation of Yield Stress Profiles in Soils” by Shehab S. Agaiby and Paul W. Mayne

Agaiby · American Society of Civil Engineers

2020PDF107 KB

Discussion of “ Ko‐OCR Relationships in Soils ” by Paul W. Mayne and Fred H. Kulhawy (June, 1982)

Jamiolkowski · American Society of Civil Engineers

1983PDF191 KB

Discussion of “Index Test Method for Estimating the Effective Preconsolidation Stress in Clay Deposits” by Karim Kootahi and Paul W. Mayne

Koutsoftas · American Society of Civil Engineers

2017PDF1.8 MB

Closure to “Index Test Method for Estimating the Effective Preconsolidation Stress in Clay Deposits” by Karim Kootahi and Paul W. Mayne

Kootahi · American Society of Civil Engineers

2017PDF566 KB

Closure to “ Ko‐OCR Relationships in Soils ” by Paul W. Mayne and Fred H. Kulhawy (June, 1982)

Mayne · American Society of Civil Engineers

1983PDF159 KB

Discussion of “K[sub o]-OCR Relationships in Soils” by Paul W. Mayne and Fred H. Kulhawy (June, 1982)

Bellotti · American Society of Civil Engineers

1983PDF193 KB

Undrained plastic modulus from original Cam clay: P. W. Mayne, Journal of Geotechnical Engineering — ASCE, 121(5), 1995, pp 448–451

International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts

1996PDF343 KB

Closure to “Laboratory Modeling of Laterally-Loaded Drilled Shafts in Clay” by Paul W. Mayne, Fred H. Kulhawy, and Charles H. Trautmann

Mayne · American Society of Civil Engineers

1997PDF1.0 MB

Discussion of “Laboratory Modeling of Laterally-Loaded Drilled Shafts in Clay” by Paul W. Mayne, Fred H. Kulhawy, and Charles H. Trautmann

Motta · American Society of Civil Engineers

1997PDF1.0 MB

Closure to "Modified NTH Method for Assessing Effective Friction Angle of Normally Consolidated and Overconsolidated Clays from Piezocone Tests" by Zhongkun Ouyang and Paul W. Mayne

Ouyang · American Society of Civil Engineers

2020PDF403 KB

Discussion of “ Pore Pressure Behavior of Ko‐Consolidated Clays ” by Paul W. Mayne and Harry E. Stewart (November, 1988, Vol. 114, No. 11)

Federico · American Society of Civil Engineers

1990PDF195 KB

Discussion of “Piezocone Penetration Testing in Atlantic Piedmont Residuum” by Kimberly A. Finke, Paul W. Mayne, and Rick A. Klopp

Gupta · American Society of Civil Engineers

2002PDF121 KB

All matching files

Other editions and formats

Individual editions and file formats that weren't grouped into the works above. Use this when you need a specific format, language, or scan quality.

2 of 1

Books

Mayne Attraction in the Spotlight

Documents

4523 Mayne 8887-W Kobi Ãƒâœbertopf Weiãƒâÿ

6980 Mayne 5875-W Polyethylene Planter White

5268 Mayne 5875-W Polyethylene Planter White

6765 Mayne 5881-W Pflanzgefãƒ¤ãƒÿ Polyethylen 16 X 16 Cm Weiãƒÿ

9113 Mayne 5881-W Pflanzgefãƒ Ãƒâÿ Polyethylen 16 X 16 CM Weiãƒâÿ

0626 Mayne Inc. Sedona 2832-W Pflanzgefãƒ Ãƒâÿ 71 1 CM Hoch 40 6 CM Durchmesser X 71 1 CM Hãƒ He Mi

7111 Mayne Inc. Augusta 5893-W Pflanzgefãƒ¤ãƒÿ 50 8 Cm Hoch 38 1 Cm L X 38 1 Cm B X 50 8 Cm H M

Study guides & companions

Analysis of Cone Resistance Revie

Research articles

Closure to “CPT Evaluation of Yield Stress Profiles in Soils” by Shehab S. Agaiby and Paul W. Mayne

Discussion of “ Ko‐OCR Relationships in Soils ” by Paul W. Mayne and Fred H. Kulhawy (June, 1982)

Discussion of “Index Test Method for Estimating the Effective Preconsolidation Stress in Clay Deposits” by Karim Kootahi and Paul W. Mayne

Closure to “Index Test Method for Estimating the Effective Preconsolidation Stress in Clay Deposits” by Karim Kootahi and Paul W. Mayne

Closure to “ Ko‐OCR Relationships in Soils ” by Paul W. Mayne and Fred H. Kulhawy (June, 1982)

Discussion of “K[sub o]-OCR Relationships in Soils” by Paul W. Mayne and Fred H. Kulhawy (June, 1982)

Undrained plastic modulus from original Cam clay: P. W. Mayne, Journal of Geotechnical Engineering — ASCE, 121(5), 1995, pp 448–451

Closure to “Laboratory Modeling of Laterally-Loaded Drilled Shafts in Clay” by Paul W. Mayne, Fred H. Kulhawy, and Charles H. Trautmann

Discussion of “Laboratory Modeling of Laterally-Loaded Drilled Shafts in Clay” by Paul W. Mayne, Fred H. Kulhawy, and Charles H. Trautmann

Closure to "Modified NTH Method for Assessing Effective Friction Angle of Normally Consolidated and Overconsolidated Clays from Piezocone Tests" by Zhongkun Ouyang and Paul W. Mayne

Discussion of “ Pore Pressure Behavior of Ko‐Consolidated Clays ” by Paul W. Mayne and Harry E. Stewart (November, 1988, Vol. 114, No. 11)

Discussion of “Piezocone Penetration Testing in Atlantic Piedmont Residuum” by Kimberly A. Finke, Paul W. Mayne, and Rick A. Klopp

Other editions and formats

5768 Mayne Valencia 5874-W Pflanzgefãƒ¤ãƒÿ 76 2 Cm Hoch 40 6 Cm L X 40 6 Cm B X 76 2 Cm H Mit a

3793 Mayne Valencia 5874-W Pflanzgefãƒ¤ãƒÿ 76 2 Cm Hoch 40 6 Cm L X 40 6 Cm B X 76 2 Cm H Mit a

Books

Mayne Attraction in the Spotlight

Documents

4523 Mayne 8887-W Kobi Ãƒâœbertopf Weiãƒâÿ

6980 Mayne 5875-W Polyethylene Planter White

5268 Mayne 5875-W Polyethylene Planter White

6765 Mayne 5881-W Pflanzgefãƒ¤ãƒÿ Polyethylen 16 X 16 Cm Weiãƒÿ

9113 Mayne 5881-W Pflanzgefãƒ Ãƒâÿ Polyethylen 16 X 16 CM Weiãƒâÿ

0626 Mayne Inc. Sedona 2832-W Pflanzgefãƒ Ãƒâÿ 71 1 CM Hoch 40 6 CM Durchmesser X 71 1 CM Hãƒ He Mi

7111 Mayne Inc. Augusta 5893-W Pflanzgefãƒ¤ãƒÿ 50 8 Cm Hoch 38 1 Cm L X 38 1 Cm B X 50 8 Cm H M

Study guides & companions

Analysis of Cone Resistance Revie

Research articles

Closure to “CPT Evaluation of Yield Stress Profiles in Soils” by Shehab S. Agaiby and Paul W. Mayne

Discussion of “ Ko‐OCR Relationships in Soils ” by Paul W. Mayne and Fred H. Kulhawy (June, 1982)

Discussion of “Index Test Method for Estimating the Effective Preconsolidation Stress in Clay Deposits” by Karim Kootahi and Paul W. Mayne

Closure to “Index Test Method for Estimating the Effective Preconsolidation Stress in Clay Deposits” by Karim Kootahi and Paul W. Mayne

Closure to “ Ko‐OCR Relationships in Soils ” by Paul W. Mayne and Fred H. Kulhawy (June, 1982)

Discussion of “K[sub o]-OCR Relationships in Soils” by Paul W. Mayne and Fred H. Kulhawy (June, 1982)

Undrained plastic modulus from original Cam clay: P. W. Mayne, Journal of Geotechnical Engineering — ASCE, 121(5), 1995, pp 448–451

Closure to “Laboratory Modeling of Laterally-Loaded Drilled Shafts in Clay” by Paul W. Mayne, Fred H. Kulhawy, and Charles H. Trautmann

Discussion of “Laboratory Modeling of Laterally-Loaded Drilled Shafts in Clay” by Paul W. Mayne, Fred H. Kulhawy, and Charles H. Trautmann

Closure to "Modified NTH Method for Assessing Effective Friction Angle of Normally Consolidated and Overconsolidated Clays from Piezocone Tests" by Zhongkun Ouyang and Paul W. Mayne

Discussion of “ Pore Pressure Behavior of Ko‐Consolidated Clays ” by Paul W. Mayne and Harry E. Stewart (November, 1988, Vol. 114, No. 11)

Discussion of “Piezocone Penetration Testing in Atlantic Piedmont Residuum” by Kimberly A. Finke, Paul W. Mayne, and Rick A. Klopp

Other editions and formats

5768 Mayne Valencia 5874-W Pflanzgefãƒ¤ãƒÿ 76 2 Cm Hoch 40 6 Cm L X 40 6 Cm B X 76 2 Cm H Mit a

3793 Mayne Valencia 5874-W Pflanzgefãƒ¤ãƒÿ 76 2 Cm Hoch 40 6 Cm L X 40 6 Cm B X 76 2 Cm H Mit a