Title page for ETD etd-08132001-170900

Type of Document Dissertation
Author Green, Russell A.
Author's Email Address rugreen@vt.edu
URN etd-08132001-170900
Title Energy-Based Evaluation and Remediation of Liquefiable Soils
Degree PhD
Department Civil Engineering
Advisory Committee
Advisor Name Title
Mitchell, James K. Committee Chair
Gutierrez, Marte S. Committee Member
Kuppusamy, Thangavelu Committee Member
Martin, James R. Jr. Committee Member
Obermeier, S. F. Committee Member
Singh, Mahendra P. Committee Member
  • Earthquake
  • Energy
  • Liquefaction
  • Ground Improvement
  • Remediation
  • Densification
Date of Defense 2001-08-06
Availability unrestricted
Energy-Based Evaluation and Remediation of Liquefiable Soils

Russell A. Green

Dr. James K. Mitchell, Chair

Charles E. Via, Jr. Department of Civil and Environmental Engineering


Remedial ground densification is commonly used to reduce the liquefaction susceptibility of loose, saturated sand deposits, wherein controlled liquefaction is typically induced as the first step in the densification process. Assuming that the extent of induced liquefaction is approximately equal to the extent of ground densification, the purpose of this research is to assess the feasibility of using earthquake liquefaction data in remedial ground densification design via energy-based concepts.

The energy dissipated by frictional mechanisms during the relative movement of sand grains is hypothesized to be directly related to the ability of a soil to resist liquefaction (i.e., Capacity). This hypothesis is supported by energy-based pore pressure generation models, which functionally relate dissipated energy to residual excess pore pressures. Assuming a linearized hysteretic model, a "simplified" expression is derived for computing the energy dissipated in the soil during an earthquake (i.e., Demand). Using this expression, the cumulative energy dissipated per unit volume of soil and normalized by the initial mean effective confining stress (i.e., normalized energy demand: NED) is calculated for 126 earthquake case histories for which the occurrence or non-occurrence of liquefaction is known. By plotting the computed NED values as a function of their corresponding SPT penetration resistance, a correlation between the normalized energy capacity of the soil (NEC) and SPT penetration resistance is established by the boundary giving a reasonable separation of the liquefaction / no liquefaction data points. NEC is the cumulative energy dissipated per unit volume of soil up to initial liquefaction, normalized by the initial mean effective confining stress, and the NEC correlation with SPT penetration resistance is referred to as the Capacity curve.

Because the motions induced during earthquake shaking and remedial ground densification significantly differ in amplitude, duration, and frequency content, the dependency of the derived Capacity curve on the nature of the loading needs to be established. Towards this end, the calibration parameters for energy-based pore pressure generation models are examined for their dependence on the amplitude of the applied loading. The premise being that if the relationship between dissipated energy and pore pressure generation is independent of the amplitude of loading, then the energy required to generate excess pore pressures equal to the initial effective confining stress should also be independent of the load amplitude. However, no conclusive statement could be made from results of this review. Next, first order numerical models are developed for computing the spatial distribution of the energy dissipated in the soil during treatment using the vibratory probe method, deep dynamic compaction, and explosive compaction. In conjunction with the earthquake-derived Capacity curves, the models are used to predict the spatial extent of induced liquefaction during soil treatment and compared with the predicted spatial extent of improvement using empirical expressions and guidelines. Although the proposed numerical models require further validation, the predicted extent of liquefaction and improvement are in very good agreement, thus giving credence to the feasibility of using the Capacity curve for remedial ground densification design.

Although further work is required to develop energy-based remedial densification design procedures, the potential benefits of such procedures are as follows. By using the Capacity curve, the minimum dissipated energy required for successful treatment of the soil can be determined. Because there are physical limits on the magnitude of the energy that can be imparted by a given technique, such an approach may lead to improved feasibility assessments and initial designs of the densification programs.

  Filename       Size       Approximate Download Time (Hours:Minutes:Seconds) 
 28.8 Modem   56K Modem   ISDN (64 Kb)   ISDN (128 Kb)   Higher-speed Access 
  01_Cover.pdf 59.40 Kb 00:00:16 00:00:08 00:00:07 00:00:03 < 00:00:01
  02_Abstract.pdf 52.71 Kb 00:00:14 00:00:07 00:00:06 00:00:03 < 00:00:01
  03_Grant_Information.pdf 32.38 Kb 00:00:08 00:00:04 00:00:04 00:00:02 < 00:00:01
  04_Dedication.pdf 54.25 Kb 00:00:15 00:00:07 00:00:06 00:00:03 < 00:00:01
  05_Acknowledgements.pdf 50.04 Kb 00:00:13 00:00:07 00:00:06 00:00:03 < 00:00:01
  06_Table_of_Contents.pdf 125.39 Kb 00:00:34 00:00:17 00:00:15 00:00:07 < 00:00:01
  07_List_of_Tables.pdf 69.07 Kb 00:00:19 00:00:09 00:00:08 00:00:04 < 00:00:01
  08_List_of_Figures.pdf 260.44 Kb 00:01:12 00:00:37 00:00:32 00:00:16 00:00:01
  09_Chapter_1.pdf 217.96 Kb 00:01:00 00:00:31 00:00:27 00:00:13 00:00:01
  10_Chapter_2.pdf 999.90 Kb 00:04:37 00:02:22 00:02:04 00:01:02 00:00:05
  11_Chapter_3.pdf 493.34 Kb 00:02:17 00:01:10 00:01:01 00:00:30 00:00:02
  12_Chapter_4.pdf 392.98 Kb 00:01:49 00:00:56 00:00:49 00:00:24 00:00:02
  13_Chapter_5.pdf 1.05 Mb 00:04:50 00:02:29 00:02:10 00:01:05 00:00:05
  14_Chapter_6.pdf 671.97 Kb 00:03:06 00:01:35 00:01:23 00:00:41 00:00:03
  15_Chapter_7.pdf 1.29 Mb 00:05:58 00:03:04 00:02:41 00:01:20 00:00:06
  16_Chapter_8.pdf 913.66 Kb 00:04:13 00:02:10 00:01:54 00:00:57 00:00:04
  17_Chapter_9.pdf 78.84 Kb 00:00:21 00:00:11 00:00:09 00:00:04 < 00:00:01
  18_References.pdf 186.62 Kb 00:00:51 00:00:26 00:00:23 00:00:11 < 00:00:01
  19_Vita.pdf 314.59 Kb 00:01:27 00:00:44 00:00:39 00:00:19 00:00:01

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