dc.contributor.advisor | Halmen, Ceki, 1975- | |
dc.contributor.author | Somboonyanon, Prapon | |
dc.date.issued | 2019 | |
dc.date.submitted | 2019 Spring | |
dc.description | Title from PDF on title page viewed May 18, 2020 | |
dc.description | Dissertation advisor: Ceki Halmen | |
dc.description | Vita | |
dc.description | Includes bibliographical references (pages 120-124) | |
dc.description | Thesis (Ph.D.)--School of Computing and Engineering and Department of Geosciences. University of Missouri--Kansas City, 2019 | |
dc.description.abstract | Seismic events may drastically damage buried pipelines affecting economy and
public safety. Traditionally, buried pipelines are bedded and backfilled with compacted
soils, which is labor intensive, time consuming, and could be a safety hazard to workers.
Many studies have shown that achieving a proper compaction level around pipelines can
be a difficult task. Improper compaction can greatly reduce performance of the pipelines
under loads.
Controlled Low-Strength Materials (CLSM) is a group of cementitious materials
that can be used as an alternative to compacted soils to backfill pipelines. These mixtures
are highly flowable in their fresh state and are solid in the final state providing a uniform
support around pipelines. Although there is considerable research about the advantages
of using CLSM to backfill pipelines from construction point of view, there is no research
on the performance of pipelines embedded in CLSM subject to seismic loads. In this
research, 3D FEA was conducted using ABAQUS software to determine the
performance of buried steel pipes backfilled with CLSM when subjected to seismic wave
propagation and reverse-slip fault rupture.
Under seismic wave propagation, the study started by evaluating the ASCE
guidelines and its design limitations. Then, several FE model parameters were evaluated
for their effects on FE model results. After setting the model parameters to match the
predicted stresses by the ASCE guidelines, the developed FE model was used to evaluate
the pipe seismic performance with various soil and CLSM backfill materials. Both linear
and non-linear material behavior were considered in this study.
Under seismic fault rupture, the study developed a 3D FE model matching results
from a full-scale testing performed by others. Various FE model parameters were also
evaluated. Then, the developed FE model was utilized to determine the pipe seismic
performance of CLSM mixture compared to compacted soil backfill.
Results indicated that for 3D FEA pipe seismic analysis, FE model parameters
can have a significant effect on the results. In addition, with a proper design buried steel
pipe embedded in CLSM backfill with all its inherent advantages can perform as well as
or better than soils in seismic prone areas. | eng |
dc.description.tableofcontents | Introduction -- Literature review -- Buried pipelines subject to seismic wave propagation -- Buried pipelines subject to reverse-slip fault rupture -- Summary | |
dc.format.extent | xviii, 125 pages | |
dc.identifier.uri | https://hdl.handle.net/10355/73365 | |
dc.publisher | University of Missouri -- Kansas City | eng |
dc.subject.lcsh | Underground pipelines -- Earthquake effects | |
dc.subject.lcsh | Controlled low-strength materials | |
dc.subject.other | Dissertation -- University of Missouri--Kansas City -- Engineering | |
dc.subject.other | Dissertation -- University of Missouri--Kansas City -- Geosciences | |
dc.title | Performance of Steel Pipelines Backfilled with Controlled Low-Strength Material (CLSM) under Seismic Wave Propagation and Reverse-Slip Fault Rupture | eng |
dc.type | Thesis | eng |
thesis.degree.discipline | Civil Engineering (UMKC) | |
thesis.degree.discipline | Geosciences (UMKC) | |
thesis.degree.grantor | University of Missouri--Kansas City | |
thesis.degree.level | Doctoral | |
thesis.degree.name | Ph.D. (Doctor of Philosophy) | |