The Research on Unloading Time of Stack Preloading Based on the Measured Data

2013 ◽  
Vol 361-363 ◽  
pp. 1659-1663
Author(s):  
Ji Xin Yang ◽  
Qian Rui Liu ◽  
Zhao Da Zeng

Combined with practical engineering, the second-class level measured data is got via stack preloading experiment on the soft and weak railway subgrade. By using the hyperbolic method and three points method to fit subsidence curve, the post-construction settlement S (t =∞) and the settlement at any time S(t) is evaluated, then a reasonable unloading time is inferred by the comparison between S (t =∞) and S(t=180). Studies have shown that hyperbolic method and three points method can predict the post-construction settlement accurately, the time unloading six months after the stack is completed is quite reasonable.

2014 ◽  
Vol 902 ◽  
pp. 344-350
Author(s):  
Xiang Jia Li ◽  
Ning Dai ◽  
Wen He Liao ◽  
Yu Chun Sun ◽  
Yong Bo Wang

Offsetting of measured data, as a basic geometric operation, has already been widely used in many areas, like reverse engineering, rapid prototyping and NC machining. However, measured data always carry typical defects like caves and singular points. A fault-tolerant offset method is proposed to create the high quality offset surface of measured data with such defects. Firstly, we generated an expansion sphere model of measured data with the radius equivalent to the offset length. Secondly, using the computational geometry application of convex hull, we acquire the data of outermost enveloping surface of this expansion sphere model. Finally, we use local MLS projection fitting method to wipe out existing defects, and generate the high-quality triangular mesh surface of the offset model. The offset surface generated by this method is suitable for practical engineering application due to its high efficiency and accuracy.


2013 ◽  
Vol 838-841 ◽  
pp. 786-790
Author(s):  
Hua Yang ◽  
Bin Xu

This paper,according to the airport high fill measured data of Settlement, the filling height of not more than filling half the width of the settlement,is divided into central uniform settlement area and boundary affected zone; Central uniform settlement area can be regarded as one-dimensional compression state, layered summation method to calculate the theoretical final settlement value; then, according to the settlement data, using the hyperbolic method, exponential curve method to predict the final settlement, compared with the theoretical sedimentation value, thrust reversers experience in the specification formula coefficient, the ratio is the sedimentation coefficient of experience. The empirical coeffcient is 0.49~0.92.


2014 ◽  
Vol 578-579 ◽  
pp. 1190-1195
Author(s):  
Ting Yao ◽  
Jia Ping Liu ◽  
Qian Tian ◽  
Wen Xu ◽  
Yu Jiang Wang

Cracking of basement structure are common problems in civil building, so it’s most import and difficult to inhibiting cracking of building structures. In this paper, real-time continuous monitoring data of strain and temperature were obtained by embedding sensors in practical engineering, including slab and sidewall of reinforcement concrete, while ambient conditions were monitored to assess their effects. The cracking mechanism of such kind of structure was analyzed based on the investigation and monitoring data. The results show that sidewall is easier to crack than slab for basement structures of civil building, therefore, sidewall cracking of basement structure is the most difficult and key point to inhibit cracking. The measures adopted in this project can effectively reduce crack risk of structure. At the same time, the measured data can provide useful reference to control crack for similar projects and research, and they can also be used to verify the numerical results.


2011 ◽  
Vol 55-57 ◽  
pp. 193-196
Author(s):  
Xin Gui Zhang ◽  
Xiang Gang Kong ◽  
Zhen Song

In this paper, based on measured data of practical engineering, the characters of single short pile under the static vertical load action in the normal stratum combination model of dualistic structure has been simulated by using ABAQUS finite element software. Then simulated result and measured one has been compared and analyzed carefully. The analysis result indicated the applicability and reliability of ABAQUS finite element software in the simulation analysis of short pile. All these can provide some theoretical reference for design of short pile foundation.


2012 ◽  
Vol 430-432 ◽  
pp. 1902-1905
Author(s):  
Zhi Hong Nie ◽  
Kun Li

the measured data of subgrade settlement on Double Line 2 of Lanzhou-Xinjiang Railway are used to analyze the suitability of the hyperbolic method, Hushino method and Asaoka method to Gobi soil subgrade settlement forecasting. The sensitivity of the methods to the data fluctuation and the influence of the forecasting error and the selection of forecasting start time on the forecasting effectiveness were studied to determine the appropriate forecasting methods and forecasting time.


2014 ◽  
Vol 1065-1069 ◽  
pp. 164-167
Author(s):  
Da Gang Wang ◽  
Zhong Qiu Xie ◽  
Xi Liu ◽  
Jun Cao

Preloading method is a common way to dispose large-scale soft soil foundation, and its methods of calculating the settlement amount mainly include exponential curve method, hyperbolic method, and Asaoka method. This paper chose exponential curve method and hyperbolic method to conduct ultimate settlement calculation on some reclamation project of Yingkou Port against measured data of settlement in the project, and compared the result to that calculated by splitting summation method. The accuracy was also verified by measured data of settlement amount in later phase to reach the conclusion that hyperbolic method is more suitable for calculating the ultimate settlement amount considering the soft soil foundation of marine facies in Liaoning.


2021 ◽  
Vol 2095 (1) ◽  
pp. 012006
Author(s):  
Zhaoguang Yang ◽  
Xu Liu ◽  
Jingyu Yang ◽  
Haiping Zhang

Abstract Existing methods for quantifying the responsibility of harmonic sources assume a dominant user side and use a harmonic source equivalence circuit to calculate the equivalent system impedance and background harmonic voltage, which in turn assesses the harmonic contribution of that source to the bus of concern. For users who actively participate in harmonic governance, it is very important to evaluate the responsibility of injecting harmonics into users. This paper assumes system-side is dominant, constructs a partial linear regression model and a constant impedance model, and tracks the regression error. The equivalent fundamental impedance is doubly screened to calculate the harmonic impedance for the corresponding number of times, which in turn quantifies the harmonic voltage duty. The results of simulation and the analysis of measured data show that this method has simple calculation model, small regression error (0.0037), high accuracy and practical engineering significance.


2012 ◽  
Vol 170-173 ◽  
pp. 2876-2879
Author(s):  
You Feng Zou ◽  
Hua Bin Chai

It is difficult to accurately calculate the predicting parameters of surface displacement of mining subsidence. Based on the measured data of the ground movement observation station in North China, The probability integral method is taken as mathematical model of Surface movement parameters fitting, the curve-fitting of the measured data is carried out by using Matlab’s efficient data processing and mapping function, thus it becomes easy to obtain accurate predicting parameters of mining subsidence. By comparing the measured data with the curve-fitting results, the research shows that the fitting results based on Matlab is more accurate, and meet the requirements of practical engineering. It is important and practically significant to improve the predicting accuracy of mining subsidence, give scientific and rational guidance to mining under the buildings, railways and water bodies.


1972 ◽  
Vol 12 (06) ◽  
pp. 541-555
Author(s):  
Ben G. Burke

Burke, Ben G., Member AIME, Chevron Oil Field Research Co., La Habra, Calif. Abstract The theory of random processes has been shown to be an effective means of describing real ocean waves. This paper illustrates the application of the theory to the prediction of drilling barge motions due to waves. Measured data from a drilling barge in the open ocean are presented to verify the results. The theoretical model permits a means for computing the power spectra of drilling vessel motions from the directional power spectrum of the ocean waves and the wave response functions of the vessel. (The wave response functions are obtained by determining the motions of the vessel in simple, sinusoidal waves of all frequencies and directions.) Statistical properties of vessel motions, such as the rms motions, the "significant" amplitude, or the expected largest motion over the duration of a storm, may then be computed from the power spectra of the motions and a probability law. power spectra of the motions and a probability law. The theoretical model is adequate for many practical engineering problems and can be applied feasibly within the present state of the art. An example of results from the theoretical model is presented using a sample of data obtained from a drilling barge offshore Oregon during operations by Standard Oil Co. of California, in the summer of 1965. The data was analyzed by computing auto spectra and cross spectra from the measured time series of vessel motions and waves and by estimating the directional wave spectrum with a least-squares fit to the measured wave spectra. Power spectra of vessel motions were then computed from the random vibration model using the estimated directional wave spectrum and wave response functions; the results are compared with the vessel motion spectra obtained from the measured data. Average and extreme values from the measured data are compared with corresponding values predicted from the theoretical probability law. Results from the comparisons support the validity of the theoretical model as a practical engineering tool. Introduction Floating drilling vessels are presently in operation on continental margins throughout the world in the search for petroleum reserves. Experience has shown that drilling vessel motions caused by particular wave conditions can significantly impair or halt drilling operations and that the capability for operating in a particular wave environment varies considerably among available drilling vessels. In the past, information from various sources has served as a basis for selection of a drilling vessel and drilling equipment for an operation in a particular area; results from model test data, theoretical studies, and actual experience sometimes gained at considerable expense have all served as a basis for selection. Requirements continue to arise for conducting floating drilling operations in new areas, and in more severe wave and weather environments than have been experienced previously. As these requirements increase, the need for more accurate means to predict vessel motions in particular wave environments increases; and as more complete oceanographic data becomes available, the use of more complete theoretical models for calculating vessel motions becomes practical. This paper presents a theoretical model for predicting the motions of drilling vessels in waves predicting the motions of drilling vessels in waves that can serve as an engineering tool for the selection of drilling vessels and drilling equipment for operations in prospective wave environments. The paper is presented in two parts. The first part describes the theoretical model and discusses several considerations pertinent to an intelligent application of the model. The second part describes the analysis of measured data used to verify several aspects of the theoretical model and presents results from one data record to support the validity of the model. THEORETICAL MODEL The theoretical model for predicting the motions of a drilling vessel in waves is based on elements of small-amplitude rigid body mechanics, small-amplitude wave theory and the theory of random vibrations. The variables and relationships that constitute the theoretical model are described and several practical aspects of applying the model to engineering problems are discussed. SPEJ p. 541


2016 ◽  
Vol 136 (6) ◽  
pp. 759-766 ◽  
Author(s):  
Yu Fujita ◽  
Hiroshi Kobayashi ◽  
Takanori Kodera ◽  
Mutsumi Aoki ◽  
Hiroto Suzuki ◽  
...  

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