Hyperbolic P-Y Model for Static and Cyclic Lateral Loading Derived from Full-Scale Lateral Load Testing in Cemented Loess Soils

2011 ◽  
Vol 5 (2) ◽  
pp. 35-43 ◽  
Author(s):  
Steven Dapp ◽  
Dan A. Brown ◽  
Robert L. Parsons
Keyword(s):  
Lateral Load ◽  
Full Scale ◽  
Lateral Loading ◽  
Load Testing ◽  
Loess Soils

Lateral Load Testing of a Full-Scale Cross-Laminated Timber Diaphragm

2021 ◽  
Vol 26 (2) ◽  
pp. 04021001
Author(s):  
Anirudh Kode ◽  
M. Omar Amini ◽  
John W. van de Lindt ◽  
Philip Line
Keyword(s):  
Lateral Load ◽  
Full Scale ◽  
Load Testing ◽  
Cross Laminated Timber

In Situ Lateral Load Testing of a Two-Story Solid Clay Brick Masonry Building

2018 ◽  
Vol 32 (5) ◽  
pp. 04018058 ◽  
Author(s):  
Alper Aldemir ◽  
Baris Binici ◽  
Erdem Canbay ◽  
Ahmet Yakut
Keyword(s):  
Lateral Load ◽  
Brick Masonry ◽  
Masonry Building ◽  
Load Testing ◽  
Clay Brick

Validation of the repair effectiveness of clay-based grout injections by lateral load testing of an adobe model building

2017 ◽  
Vol 153 ◽  
pp. 174-184 ◽  
Author(s):  
Rogiros Illampas ◽  
Rui A. Silva ◽  
Dimos C. Charmpis ◽  
Paulo B. Lourenço ◽  
Ioannis Ioannou
Keyword(s):  
Model Building ◽  
Lateral Load ◽  
Load Testing

Lateral Load Capacity and Passive Resistance of Full-Scale Pile Group and Cap

2000 ◽  
Vol 1736 (1) ◽  
pp. 24-32 ◽  
Author(s):  
Kyle M. Rollins ◽  
Andrew E. Sparks ◽  
Kris T. Peterson
Keyword(s):  
Load Capacity ◽  
Pile Group ◽  
Lateral Load ◽  
Full Scale ◽  
Dynamic Resistance ◽  
Back Side ◽  
Passive Resistance ◽  
Passive Pressure ◽  
Pile Cap ◽  
Measured Resistance

Static and dynamic (statnamic) lateral load tests were performed on a full-scale 3 × 3 pile group driven in saturated low-plasticity silts and clays. The 324-mm outside diameter steel pipe piles were attached to a reinforced concrete pile cap (2.74 m square in plan and 1.21 m high), which created an essentially fixed-head end constraint. A gravel backfill was compacted in place on the back side of the cap. Lateral resistance was therefore provided by pile-soil-pile interaction as well as by base friction and passive pressure on the cap. In this case, passive resistance contributed about 40 percent of the measured static capacity. The measured resistance was compared with that computed by several techniques. The log-spiral method provided the best agreement with measured resistance. Estimates of passive pressure computed using the Rankine or GROUP p-y curve methods significantly underestimated the resistance, whereas the Coulomb method overestimated resistance. The wall movement required to fully mobilize passive resistance in the dense gravel backfill was approximately 0.06 times the wall height, which is in good agreement with design recommendations. The p-multipliers developed for the free-head pile group provided reasonable estimates of the pile-soil-pile resistance for the fixed-head pile group. Default p-multipliers in the program GROUP led to a 35 percent overestimate of pile capacity. Overall dynamic resistance was typically 100 to 125 percent higher than static; however, dynamic passive pressure resistance was over 200 percent higher than static.

Full-Scale Lateral Load Tests of Pile Groups

1976 ◽  
Vol 102 (1) ◽  
pp. 87-105
Author(s):  
Jai B. Kim ◽  
Robert J. Brungraber
Keyword(s):  
Lateral Load ◽  
Full Scale ◽  
Pile Groups ◽  
Load Tests

Closure to “Full-Scale Lateral Load Tests of Pile Groups”

1977 ◽  
Vol 103 (10) ◽  
pp. 1187-1190
Author(s):  
Jai B. Kim ◽  
Robert J. Brungraber
Keyword(s):  
Lateral Load ◽  
Full Scale ◽  
Pile Groups ◽  
Load Tests

Lateral Load Performance Analysis of Dhajji Dewari Using Different Infills

2018 ◽  
Vol 1 (2) ◽  
pp. 1-12 ◽  
Author(s):  
Hafiz Muhammad Rashid ◽  
Shaukat Ali Khan ◽  
Rao Arsalan Khushnood ◽  
Junaid Ahmad
Keyword(s):  
Performance Analysis ◽  
Load Capacity ◽  
Lateral Load ◽  
Construction Method ◽  
Full Scale ◽  
Timber Frame ◽  
Traditional Construction

This article describes Dhajji Dewari which is a non-engineered traditional construction method mostly used in the northern parts of Pakistan. This method consists of a timber frame filled with the stones in a mud slurry. This article is aimed to assess the effects of different infills on the lateral load capacity of Dhajji Dewari. For this purpose, three full scale Dhajji Dewari panels were constructed and unidirectional in-plane lateral load was applied. One panel was without infill, two other panels with different type of infills. Results of the experimentation showed that the infill presence effects the lateral load resisting performance of the Dhajji Dewari.

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