KSCE Journal of Civil Engineering
Công bố khoa học tiêu biểu
* Dữ liệu chỉ mang tính chất tham khảo
Sắp xếp:
Probabilistic solution to soil water evaporated flow equation
KSCE Journal of Civil Engineering - Tập 10 Số 1 - Trang 59-65 - 2006
Effect of nanosilica on the compressive strength development and water absorption properties of cement paste and concrete containing Fly Ash
KSCE Journal of Civil Engineering - Tập 21 Số 5 - Trang 1854-1865 - 2017
Joint Modelling of Drought Severity and Duration using Copula Theory: A Case Study of Ghana
KSCE Journal of Civil Engineering - Tập 27 - Trang 1850-1865 - 2023
Analysing and understanding the occurrence and development of droughts is of
great significance in mitigating drought impacts. This study assessed the
possible changes in the joint distribution of drought duration and severity in
two major cities of Ghana, Accra and Yendi. The duration and severity of
droughts, estimated using the Standardized Precipitation Index (SPI), were
determined based on ru...
Seismic response of liquid storage steel tanks with variable frequency pendulum isolator
KSCE Journal of Civil Engineering - Tập 15 - Trang 1041-1055 - 2011
The seismic response of liquid storage steel tanks (slender and broad) isolated
with Variable Frequency Pendulum Isolators (VFPIs) is investigated under normal
component of six near-fault ground motions. The continuous liquid mass is lumped
as convective mass, impulsive mass and rigid mass. The corresponding stiffness
associated with these lumped masses is worked out depending upon the properties
...
Dynamic soil-structure interaction analysis for complex soil profiles using unaligned mesh generation and nonlinear modeling approach
KSCE Journal of Civil Engineering - Tập 17 - Trang 753-762 - 2013
Even if numerous studies were dedicated to propose soil-structure interaction
analysis methods, most of these methods introduce several assumptions to
circumvent the difficulties encountered in modeling and reduce computational
efforts. The complex spatial configuration of the soil-foundation interface or
the distribution of the soil medium are often simplified using flat-layered soil
profiles and...
Characteristics of a Large-Scale Deep Foundation Pit Excavated by the Central-Island Technique in Chengdu Soft Clay
KSCE Journal of Civil Engineering - Tập 26 - Trang 2610-2623 - 2022
A large-scale foundation pit, 25,720 m2 (127 m × 213 m), was excavated to a
depth of approximately 20 m by the central-island technique from 2012 to 2013 in
Chengdu, China. This paper aims to comprehensively study the deformation
behaviours of the foundation pit during excavation and investigate the primary
factors affecting the deformation behaviour of the foundation pit. The
deformation characte...
Information technology utilization to improve project team-owner relationship and project performance
KSCE Journal of Civil Engineering - - 2015
While prior research suggested a positive relationship between the use of
particular Information Technology (IT) tools and organizational performance,
very few published studies have attempted to assess the influence of IT usage on
project team-owner relationship and the performance of capital facility
projects. Thus, the first objective of this study is to validate a framework for
assessing the a...
Seismic Active Earth Pressure of Infinite Width Backfilled Soil on Cantilever Retaining Wall with Long Relief Shelf under Translational Mode
KSCE Journal of Civil Engineering - Tập 27 - Trang 3285-3299 - 2023
In the area of high seismic intensity, there were few methods for calculating
active earth pressure (Ea). Especially for the cantilever retaining wall with
long relief shelf (CRW-LRS), the theoretical method lags behind the practical
engineering. The seismic active earth pressure (ES) of the CRW-LRS subject to
translational mode was researched. By finite element method (FEM), the failure
mode of t...
Assessment of Flow Through Clay-sand Liners using Laboratory Models
KSCE Journal of Civil Engineering - Tập 22 - Trang 1684-1690 - 2017
Three laboratory models were designed to simulate a field section of a clay sand
liner. The laboratory models were designed to test 10 cm thick Al Qatif clay
sand liners with clay content of 15%, 20% and 25% overlain by agricultural soil
and underlain by granular sandy material. The percolation through the clayey
layer was measured for repeated watering following variable drying periods. 30
tests ...
A Sphere Filling Algorithm for Irregular Aggregate Particle Generation based on Nonlinear Optimization Method
KSCE Journal of Civil Engineering - Tập 23 Số 1 - Trang 120-129 - 2019
Tổng số: 3,358
- 1
- 2
- 3
- 4
- 5
- 6
- 10