نتایج جستجو برای: maximum surface settlement

تعداد نتایج: 919999  

Due to urbanization and population increase, need for metro tunnels, has been considerably increased in urban areas. Estimating the surface settlement caused by tunnel excavation is an important task especially where the tunnels are excavated in urban areas or beneath important structures. Many models have been established for this purpose by extracting the relationship between the settlement a...

In this article a brief review of the literature on the subject is cited. The method of analysis by a finite element program is discussed in which the effect of different influential parameters are examined. The results of these computations are then compared to the corresponding empirical data and two other existing formulae for two dimensional cases. The comparisons show quite reliable and ac...

Journal: :journal of artificial intelligence and data mining 0
v. r. kohestani department of civil engineering, central tehran branch, islamic azad university, tehran, iran. m. r. bazarganlari department of civil engineering, east tehran branch, islamic azad university, tehran, iran j. asgari marnani department of civil engineering, central tehran branch, islamic azad university, tehran, iran

due to urbanization and population increase, need for metro tunnels, has been considerably increased in urban areas. estimating the surface settlement caused by tunnel excavation is an important task especially where the tunnels are excavated in urban areas or beneath important structures. many models have been established for this purpose by extracting the relationship between the settlement a...

Journal: :Naukovyi Visnyk Natsionalnoho Hirnychoho Universytetu 2020

Maximum surface settlement (MSS) is an important parameter for the design and operation of earth pressure balance (EPB) shields that should determine before operate tunneling. Artificial intelligence (AI) methods are accepted as a technology that offers an alternative way to tackle highly complex problems that can’t be modeled in mathematics. They can learn from examples and they are able...

2013
B. Jones C. Clayton

Fitting a Gaussian curve to real settlement data is of practical use because the parameters that describe the curve, namely volume loss, maximum settlement and trough width, are conceptually easy to understand and can be compared at different locations and for different tunnel sizes, depths and construction methods. Where the magnitude of surface settlements is small, it can be difficult to obt...

One of the main issues involved during tunnel construction with tunnel boring machines is the tail gap grouting. This gap is between the external diameter of tunnel lining and the excavation boundary that is filled with high-pressure grouting materials. In this work, three different approaches of gap grouting modeling in the FLAC3D software are investigated with a special attention to the...

Journal: :Buildings 2023

To control tunneling risk, the prediction of surface settlement rate induced by shield using earth pressure balance plays a crucial role. achieve this, ten independent variables were identified that can affect amount settlement. The nonlinear relationship between maximum ground settlements and influential was considered in artificial neural network (ANN) models. A total 150 genuine datasets der...

The expansion of underground structures is important in urban areas with high population density. In most large cities in the world, urban development is spreading along the structures. These structures are generally located at shallow depth; therefore study of shallow tunnels in urban areas is critical for development. During the excavation of tunnels in urban areas, creating the asymmetric se...

Journal: :JTHTL 2010
Pamela Samuelson

INTRODUCTION ................................................................................... 491 I. THE GENESIS OF THE PROPOSED GOOGLE BOOK SETTLEMENT ............................................................................ 492 II. MIXED REACTIONS TO THE PSA ............................................ 494 III. ACADEMIC AUTHOR OBJECTIONS TO THE PASA ................ 497 A. The Authors G...

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