| article# |
description |
author(s) |
| 3397 |
Editorial Note Vol. XII No. 3 2018 |
|
| 3395 |
Editorial Note Vol. XII No. 2 2018 |
Anne Lemnitzer, Ph.D., P.E. and Timothy C. Siegel, P.E., G.E., D.GE |
| 3394 |
Editorial Note Vol. XII No. 1 2018 |
Anne Lemnitzer, Ph.D., P.E. and Timothy C. Siegel, P.E., G.E., D.GE |
| 3372 |
Scale model investigation of the effect of vertical load on the lateral response of micropiles in sand |
Kyle Kershaw and Ronaldo Luna |
| 3384 |
Statistical evaluation of design methods for micropiles in Ontario soils |
Alexandre P. R. P. Almeida and Jinyuan Liu |
| 3376 |
Texas cone penetrometer foundation design method: Qualitative and quantitative assessment |
Rozbeh B. Moghaddam, Priyantha W. Jayawickrama, William D. Lawson, James G. Surles and Hoyoung Seo |
| 3379 |
Wanapum Dam repaired using post-tensioning anchors |
Abigail Stein, Aled R. Hughes, Rick Deschamps and Brian D. Barkauskas |
| 3375 |
Micropiles below groundwater at the south auditorium block site, Buffalo, New York |
Mary C. Nodine, Paul Eggers, Michael P. Walker and Donald E. Aubrecht |
| 3382 |
The deep soil mixing for the Galataport project in Istanbul, Turkey (Vol. 12 No. 3) |
Marco Chiarabelli, Salvatore Miranda and Federico Pagliacci |
| 3371 |
Performance of laterally loaded helical piles in clayey soils established from field experience |
Mohammed Sakr |
| 3381 |
Settlement of axially loaded pile groups in inhomogeneous soil |
Jamie J. Crispin and Colm P. Leahy |
| 3380 |
Performance-based Design of Energy Pile Foundations |
Alessandro F. Rotta Loria |
| 3378 |
Advances in stress-wave nondestructive testing methods for evaluation of deep foundations |
Alireza Kordjazi, Joseph Thomas Coe and Siavash Mahvelati |
| 3385 |
A sensitivity analysis on the parameters affecting large diameter helical pile installation torque, depth and installation power for offshore applications |
Giovanni Spagnoli, Cristina de Hollanda Cavalcanti Tsuha, Pierpaolo Oreste and Carlos Mauricio Mendez Solarte |
| 3374 |
Case study: H-piles driven into shale rock for compression and uplift resistance |
Issa S. Oweis and Sam Anthony |
| 3370 |
Classification of piles based on the results of low strain pile integrity tests - Case studies of selected piles in Lagos and Port-Harcourt, Nigeria |
Ademola Bolarinwa, Roohollah Kalatehjari and Adewale Daniel Ogunwole |
| 3377 |
Comparison of FEA and analytical methods for determining stability of a RAP supported MSE wall |
Emily C. Reed and Daniel R. VandenBerge |
| 3383 |
Measured end resistance of CFA and drilled displacement piles in San Francisco Area alluvial clay |
T. C. Siegel, T. J. Day, B. Turner and P. Faust |
| 3423 |
Pieresearch, Skyline Steel, Tectonic |
|
| 3373 |
Binder threshold approach to predicting soil mixing strength in organic soils (Vol. 12 No. 1) |
Kelly Costello, Spencer Baker and Gray Mullins |
| 3396 |
Pieresearch, Skyline Steel, Tectonic |
|
| 3393 |
Pieresearch, Skyline Steel, Tectonic |
|
