排序方式: 共有16条查询结果,搜索用时 31 毫秒
1.
Performance of Mortar and Chemical Grout Injection into Surrounding Soil When Slurry Pipe-jacking Method is Used 总被引:1,自引:0,他引:1
Hideki Shimada Takashi Sasaoka Saeid Khazaei Yasuhiro Yoshida Kikuo Matsui 《Geotechnical and Geological Engineering》2006,24(1):57-77
Small-diameter shallow tunnels are often being built by using the slurry pipe-jacking method. This system involves the pushing
or thrusting of a drivage machine and concrete pipes into the ground. Chemical grout injection into the surrounding soil around
the tunnel is carried out after the drivage and pushing processes are finished. The purpose of the chemical grout injection
is to maintain permanent stability of the surrounding soil. However, the behavior of the chemical grouting material in the
surrounding soil around the tunnel and the amount of optimum injection is not clearly understood. From these points of view,
this paper discusses the performance of the chemical grouting material, when it is injected into the surrounding soil around
the tunnel, by means of 2-D Eulerian–Lagrangian seepage analysis. Moreover, the effectiveness of the chemical grout injection
was evaluated by using the non-linear finite element method. This investigation show when the range of the grouted zone is
designed; it is necessary that the relationship between Young’s modulus of the soil/grouted zone and the confining stress
be taken into consideration in order to establish effective, economical and safe chemical grout injection system. Understanding
the performance of the seepage/dispersion behavior of the chemical grout and the characteristics of soil/ grouted zone is
also important. 相似文献
2.
Monitoring of Over Cutting Area and Lubrication Distribution in a Large Slurry Pipe Jacking Operation 总被引:1,自引:0,他引:1
Saeid Khazaei Hideki Shimada Takashi Kawai Junichi Yotsumoto Kikuo Matsui 《Geotechnical and Geological Engineering》2006,24(3):735-755
Slurry pipe jacking was firmly established as a special method for the non-disruptive construction of the underground pipelines
of sewage systems. Pipe jacking, in its traditional form, has occasionally been used for short railways, roads, rivers, and
other projects. Basically the system involves the pushing or thrusting of concrete pipes into the ground by a number of jacks.
In slurry pipe jacking, during the pushing process, mud slurry and lubricant are injected into the face and the over cutting
area that is between the concrete pipes and the surrounding soil. Next, the slurry fills voids and the soil stabilizes due
to the created slurry cake around the pipes. Fillings also reduce the jacking force or thrust during operation. When the drivage
and pushing processes are finished, a mortar injection into the over cutting area is carried out in order to maintain permanent
stability of the surrounding soil and the over cutting area. Successful lubrication around the pipes is extremely important
in a large diameter slurry pipe jacking operation.
Control of lubrication and gaps between pipes and soil can prevent hazards such as surface settlement and increases in thrust.
Also, to find voids around the pipes after the jacking process, in order to inject mortar for permanent stabilizing, an investigation
around the pipes is necessary. To meet these aims, this paper is concerned with the utilization of known methods such as the
GPR (Ground Penetrating Radar) system and borehole camera to maintain control of the over cutting area and lubricant distribution
around the pipes during a site investigation. From this point of view, experiments were carried out during a tunnel construction
using one of the largest cases of slurry pipe jacking in Fujisawa city, Japan. The advantages and disadvantages of each system
were clarified during the tests. 相似文献
3.
Khazaei Mohammad Reza Zahabiyoun Bagher Hasirchian Mehraveh 《Theoretical and Applied Climatology》2020,140(3):859-870
Theoretical and Applied Climatology - Weather generators (WGs) typically have unique advantages to the climate change impacts assessment. However, each of them has the weaknesses, strengths, and... 相似文献
4.
Insilico evaluation of plant genetic resources to search for traits for adaptation to climate change
5.
Earth dam site selection is one of the most important problems in water resources management. It depends on a set of qualitative and quantitative criteria, and they may even be in conflict with each other. This study aims to develop a multicriteria decision-making approach to locate the dam site and construct a multipurpose earth dam in Harsin City at the western part of Iran. For this purpose, firstly, the influential criteria for locating the earth dam site were determined using a comprehensive literature review and the experts’ opinions. Then, some watersheds in the surrounding areas of Iran’s Harsin City were studied and four feasible sites proposed. In the final stage, these sites, in order to construct a multipurpose earth dam, were prioritized using the analytic hierarchy process approach and the most optimal site was selected. 相似文献
6.
Current study deals with investigating the effects of both time factor and the selection of a constitutive model type on predicting deformations of an excavation braced by nailing using two and three-dimensional finite element analyses. In addition, the effects of stress path and the type of defined initial conditions of the analytical model on deformations of the floor and walls of the excavation are also studied. Time factor, in the form of earth materials’ creep, can largely be entered into calculation of deformations of excavations by conducting viscoelastic and viscoplastic analyses. On the other hand, there hasn’t been done a comprehensive study regarding the creep behavior of excavations through comparing the results of two-dimensional and three-dimensional numerical analyses so far. The results showed that it’s largely possible to approach the actual deformation behavior of an excavation by considering the constitutive model of soft soil creep, SSC model, in the numerical plastic analyses. The effects of stress path on the deformation behavior of the excavation walls and excavation floor are investigated by using OCR stress ratio and POP stress difference; These two factors, both of which are also analogous, represent a boundary value for swelling behavior of the excavation floor and an increasing rate for the deformation behavior of the excavation walls since the increase in OCR or POP is equal to the increase in the soil lateral pressure coefficient at rest. 相似文献
7.
A catchment water balance model for estimating groundwater recharge in arid and semiarid regions of south-east Iran 总被引:1,自引:0,他引:1
This paper presents a new model of the rainfall-runoff-groundwater flow processes applicable to semiarid and arid catchments
in south-east Iran. The main purpose of the model is to assess the groundwater recharge to aquifers in these catchments. The
model takes into account main recharge mechanisms in the region, including subsurface flow in the valley alluvium in mountainous
areas and recharge from the bed of ephemeral rivers. It deals with the effects of spatial variation in the hydrological processes
by dividing the catchment into regions of broad hydrologic similarity named as highland, intermediate and aquifer areas. The
model is based on the concept of routing precipitation within and through the catchment. The model has been applied to the
Zahedan catchment and the results indicate that the groundwater level estimated by the recharge model generally is in agreement
with the behaviour of groundwater levels in observation wells. The sensitivity analysis indicates that when the rainfall in
the aquifer area is used to replace the values recorded in the intermediate area and the highland area, the recharge estimates
are reduced by 42-87%. This result supports the division of the catchment into different zones of hydrological similarity
to account for spatial variability of hydrological processes.
Electronic Publication 相似文献
8.
Mohammad Reza Khazaei Shahin Ahmadi Bahram Saghafian Bagher Zahabiyoun 《Climatic change》2013,119(3-4):631-645
This paper addresses deficiencies of stochastic Weather Generators (WGs) in terms of reproduction of low-frequency variability and extremes, as well as the unanticipated effects of changes to precipitation occurrence under climate change scenarios on secondary variables. A new weather generator (named IWG) is developed in order to resolve such deficiencies and improve WGs performance. The proposed WG is composed of three major components, including a stochastic rainfall model able to reproduce realistic rainfall series containing extremes and inter-annual monthly variability, a multivariate daily temperature model conditioned to the rainfall occurrence, and a suitable multi-variate monthly generator to fit the low-frequency variability of daily maximum and minimum temperature series. The performance of IWG was tested by comparing statistical characteristics of the simulated and observed weather data, and by comparing statistical characteristics of the simulated runoff outputs by a daily rainfall-runoff model fed by the generated and observed weather data. Furthermore, IWG outputs are compared with those of the well-known LARS-WG weather generator. The tested characteristics are a variety of different daily statistics, low-frequency variability, and distribution of extremes. It is concluded that the performance of the IWG is acceptable, better than LARS-WG in the majority of tests, especially in reproduction of extremes and low-frequency variability of weather and runoff series. 相似文献
9.
According to poroelastic theory and also field observations, an increase in reservoir pore pressures can result in a decrease in horizontal stresses in the seal layers. This reduction is in favor of hydrofracture initiation and reactivation of weak planes and has to be studied in caprock integrity analyses. In this paper, a field scale reservoir–geomechanical (GEM-FLAC3D) model is developed for the Phase IB area of the Weyburn (Canada) CCS project that is located in Williston sedimentary basin. A one-way coupling has been conducted between the two codes for the period of CO2 injection in Phase IB area from 2000 to 2010. Therefore, the reservoir pore pressures at selected timesteps are unidirectionally fed to the FLAC3D. In order to study the likelihood of tensile and shear failure in the seal layer on top as a result of stress transfer due to poroelastic effects, two margin ratios are defined for tensile and shear failure and their variations are studied above the reservoir upon changes in pore pressures within the reservoir. The results show that overall; the likelihood of shear failure has been about 25% greater than that of tensile failure in Weyburn. However, between 2008 and 2009, the pressures were high enough to trigger both tensile and shear mechanisms above the reservoir. A discussion is also presented on relevance of this study for interpretation of microseismic data with regard to failure margin ratios, magnitudes and distribution of events recorded in each year. 相似文献
10.
Hideki Shimada Saeid Khazaei Kikuo Matsui 《Geotechnical and Geological Engineering》2004,22(2):161-186
In order to protect the safety of workers construction, as well as for environmental and cost reasons, efficient small-diameter
shallow tunneling methods have recently become increasingly important in regards to outside plant engineering such as for
water supplies, electricity, telecommunications and gas. The effects of the above projects in overcrowded urban areas are
significant and often result in substantial impact and traffic delays associated with a loss of travel time. Clearly the solution
to these utility placement problems, if the full impact of trench excavation is to be avoided, is trench less technology.
In particular, for construction work near existing facilities, underground tunnels that are excavated by slurry pipe-jacking
are being increasingly employed in order to avoid problems. Slurry pipe-jacking was firmly established as a special method
for the non-disruptive construction of the underground pipelines of sewage systems. Pipe-jacking, in its traditional form,
has occasionally been used for short railways, roads, rivers, and other projects. Basically the system involves the pushing
or thrusting of a drivage machine through concrete pipes ahead of jacks. This method utilizes mud slurry that is formed around
the pipes in order to stabilize the surrounding soil. Moreover, in recent years, the rectangular shape of the concrete pipe
in using slurry pipe-jacking was introduced due to the effective uses of the space. Based on his reason, the rectangular shape
of the concrete pipe is often adopted in Japan. From this point of view, this paper discusses the effect shapes have on the
stability of surrounding soil by means of the numerical analysis. Secondly, this paper discusses the performance of the mud
slurry around the drivage pipes by means of the two-dimensional Eulerian-Lagragian seepage analysis. Moreover, in slurry pipe-jacking,
the performance of the mud slurry plays an important role in the pushing process. Finally, the thrusts in slurry pipe-jacking
can be predicted accurately by evaluating the resistance between the mud slurry and the concrete pipes and the resistance
between the soil and the pipes in the curved jacking area.
This revised version was published online in July 2006 with corrections to the Cover Date. 相似文献