4.5 Article Proceedings Paper

Development of novel optical fiber sensors for measuring tilts and displacements of geotechnical structures

期刊

MEASUREMENT SCIENCE AND TECHNOLOGY
卷 24, 期 9, 页码 -

出版社

IOP PUBLISHING LTD
DOI: 10.1088/0957-0233/24/9/095202

关键词

fiber Bragg grating (FBG); beam theory; tilt sensor; inclinometer; finite difference method

资金

  1. Hong Kong Polytechnic University [1-BB7U, 5-ZJE9, G-U960]

向作者/读者索取更多资源

Two kinds of innovative sensors based on optical fiber sensing technologies have been proposed and developed for measuring tilts and displacements in geotechnical structures. The newly developed tilt sensors are based on classical beam theory and were successfully used to measure the inclinations in a physical model test. The conventional inclinometers including in-place and portable types, as a key instrument, are very commonly used in geotechnical engineering. In this paper, fiber Bragg grating sensing technology is used to measure strains along a standard inclinometer casing and these strains are used to calculate the lateral and/or horizontal deflections of the casing using the beam theory and a finite difference method. Finally, the monitoring results are verified by laboratory tests.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.5
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

Article Engineering, Geological

An experimental and analytical study of rate-dependent shear behaviour of rough joints

Hua Li, Jianhui Deng, Jianhua Yin, Shengwen Qi, Bowen Zheng, Jianbo Zhu

Summary: Understanding the shear behavior of rough joints is important in rock engineering, especially under dynamic loadings. This study investigated joint shear behavior at different shear rates and developed a rate-dependent constitutive model. The findings suggest that the shear strength of joints varies with roughness and shear rate, with a proposed viscous joint model showing promise in describing shear stiffness evolution.

INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES (2021)

Article Engineering, Geological

Nonlinear Model for the Stress-Strain-Strength Behavior of Unsaturated Granular Materials

Kai Liu, Zhen-Yu Yin, Wen-Bo Chen, Wei-Qiang Feng, Jian-Hua Yin

Summary: This study formulated a new nonlinear model to describe the behaviors of granular materials under unsaturated conditions, incorporating factors such as nonlinear stiffness, nonlinear stress dilatancy, and critical state to enhance model performance. Experimental results showed that the model could effectively consider the suction effect, reproducing the behavior of unsaturated granular materials adequately.

INTERNATIONAL JOURNAL OF GEOMECHANICS (2021)

Article Engineering, Geological

Shaft Friction Characteristics of Two FRP Seawater Sea-Sand Concrete Piles in a Rock Socket with or without Debris

Zejian Chen, Wen-Bo Chen, Jian-Hua Yin, Numan Malik

Summary: Debris at the bottom of a rock socket significantly influences shaft friction and load transfer characteristics of a pile. Shaft friction is more dominant and end-bearing stress is reduced when debris exists, affecting the mechanical behavior of the pile under cyclic and static loading.

INTERNATIONAL JOURNAL OF GEOMECHANICS (2021)

Article Energy & Fuels

Calculation of the representative temperature change for the thermomechanical design of energy piles

Huaibo Song, Huafu Pei, Chao Zhou, Dujian Zou, Chunyi Cui

Summary: This paper proposes an analytical model to determine the representative temperature change for the geotechnical design of energy piles. The model effectively calculates the temperature change and avoids cumbersome numerical simulations and computing, making it highly applicable.

GEOMECHANICS FOR ENERGY AND THE ENVIRONMENT (2022)

Article Engineering, Geological

Development of a monitoring and warning system based on optical fiber sensing technology for masonry retaining walls and trees

Peichen Wu, Daoyuan Tan, Shaoqun Lin, Wenbo Chen, Jianhua Yin, Numan Malik, An Li

Summary: Hong Kong has a history of using masonry retaining walls to stabilize slopes, but extreme weather and tree colonization can cause instability. A monitoring and warning system using fiber Bragg grating sensing technology has been designed to detect movement and sway. The system has been tested and proven to be feasible and reliable.

JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING (2022)

Article Engineering, Marine

Probabilistic analysis of wave-induced dynamic response in a poroelastic sloping seabed using random finite element method

Bin Zhu, Tetsuya Hiraishi, Hajime Mase, Huafu Pei, Qing Yang

Summary: This study presents a probabilistic analysis of wave-induced dynamic responses in a poroelastic sloping seabed by using a random finite element method. The spatial variabilities of marine soil properties are considered using random field theory. The response of the seabed is analyzed based on Biot's theory and linear wave theory, and Monte Carlo simulations are carried out to obtain the statistics and associated uncertainties. The effects of cross-correlation of random fields and the slope angle on the response are also investigated.

OCEAN ENGINEERING (2022)

Article Engineering, Geological

A Nonlinear Softening Load-Transfer Approach for the Thermomechanical Analysis of Energy Piles

Huaibo Song, Huafu Pei

Summary: This study developed an improved nonlinear softening model to describe the thermomechanical response of energy piles and proposed a nonlinear load-transfer approach. The effectiveness of the proposed methods was validated through experiments and comparisons with other numerical methods. A parametric study was also conducted to assess the effects of various parameters on the thermomechanical behavior of energy piles in the case of softening.

INTERNATIONAL JOURNAL OF GEOMECHANICS (2022)

Article Chemistry, Physical

Molecular dynamics modeling of hydraulic conductivity of soil considering variable viscosity and adsorbed water

Siqi Zhang, Huafu Pei, Michael Plotze, Haochen Ying

Summary: Accurate prediction of hydraulic conductivity in soils is crucial for evaluating pollutant transport and designing radioactive waste disposal. Previous research focused on macroscopic seepage behavior, neglecting the microscopic seepage behavior, leading to discrepancy between predictions and measurements. This paper uses molecular dynamics simulations to investigate water flow characteristics in soil mesopores and develops a modified Kozeny-Carman equation based on the results. The proposed equation shows better performance in predicting hydraulic conductivity of clays compared to the classical equation.

APPLIED CLAY SCIENCE (2022)

Article Computer Science, Interdisciplinary Applications

One-dimensional nonlinear finite strain analysis of self-weight consolidation of soft clay considering creep

Penglin Li, Jian-Hua Yin, Zhen-Yu Yin, Zejian Chen

Summary: This paper develops a one-dimensional finite strain consolidation model to consider the creep characteristics of soft clay during the self-weight consolidation process. The model considers Darcian and non-Darcian flow, nonlinear compressibility and permeability of soft clays with varying water content. The simulation results of three case studies show that the model can capture the self-weight consolidation process well with more realistic consideration of the creep feature of clays compared to previous models.

COMPUTERS AND GEOTECHNICS (2023)

Article Engineering, Geological

Finite element model and simple method for predicting consolidation displacement of soft soils exhibiting creep underneath embankments in 2-D condition

Ze-Jian Chen, Wei-Qiang Feng, Jian-Hua Yin, Xiu-Song Shi

Summary: This study developed a fully coupled finite element (FE) model and a simplified Hypothesis B method for predicting the long-term deformation of natural soft soils under embankments. The FE simulations showed good agreement with measured data, and the parametric studies indicated significant contributions to the accuracy of simulations from using averaged soil indices and updating static pore pressure. The improved simplified Hypothesis B method provided settlement results that closely matched the FE simulation results and measured data.

ACTA GEOTECHNICA (2023)

Article Engineering, Environmental

Estimation of mechanical and hydraulic parameters of bentonite-soil mixtures in oedometer condition with index properties

An Li, Wen-Bo Chen, Ze-Jian Chen, Pei-Chen Wu, Jian-Hua Yin, Chao Zhou

Summary: A large amount of bentonite slurry is dumped as construction waste and it is important to determine the mechanical and hydraulic parameters of bentonite-soil mixtures for reuse. Existing correlations for estimating compression and swelling indices are not suitable for bentonite-soil mixtures dominated by montmorillonite. This study presents test results and correlations for mechanical and hydraulic parameters, as well as a simplified model for estimating hydraulic conductivity.

BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT (2023)

Article Computer Science, Interdisciplinary Applications

Numerical analysis of time-dependent negative skin friction on pile in soft soils

Rui Liang, Zhen-Yu Yin, Jian-Hua Yin, Pei-Chen Wu

Summary: This study investigates the effect of soil creep on the long-term development of negative skin friction (NSF) using numerical analysis. The findings reveal that a high creep coefficient of the soil leads to an increase in NSF and a descending trend of the neutral plane (NP) position. The NP position shows drastic variation at the beginning of consolidation when considering creep. Additionally, an exponential prediction model is proposed to reflect the time dependence of the NP location.

COMPUTERS AND GEOTECHNICS (2023)

Article Engineering, Geological

A New One-Dimensional Thermal Elastic-Viscoplastic Model for the Thermal Creep of Saturated Clayey Soils

Ze-Jian Chen, Jian-Hua Yin

Summary: Temperature has a significant impact on the mechanical properties of geomaterials, especially the creep behavior of soft clayey soils. Therefore, it is necessary to have an appropriate constitutive model that can describe the time-dependent stress-strain behavior of clayey soils at different temperatures. This study conducted temperature-controlled oedometer tests on two clayey soils and developed a novel 1D thermal elastic viscoplastic model based on an existing 1D elasto viscoplastic model. The proposed model considers three state variables (effective stress, strain, and temperature) to describe the viscoplastic strain rate of soils and can be conveniently implemented in creep analysis.

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2023)

Article Engineering, Geological

One-dimensional elastic viscoplastic finite strain consolidation model for soft clay with uncertainty

Ding-Bao Song, Zhen-Yu Yin, Peng-Lin Li, Jian-Hua Yin

Summary: Spatial variability of engineering properties is common in soil layers due to natural characteristic heterogeneity. However, few studies have considered the changes in soil properties during consolidation and large strains in long-term analysis of soft soils. A 1-D consolidation model, called EVPC, fully coupled with elastic viscoplastic constitutive model, incorporates the idea of 'equivalent time' to account for large strain, soil self-weight, compressibility, permeability, and creep. The model's effectiveness and accuracy are verified through comparison with finite element simulations and oedometer tests, and it is further applied to estimate the settlement and excess pore pressure distribution of a clay layer from a field test.

ACTA GEOTECHNICA (2023)

Article Engineering, Geological

A general simple method for calculating consolidation settlements of layered clayey soils with vertical drains under staged loadings

Jian-Hua Yin, Ze-Jian Chen, Wei-Qiang Feng

Summary: This paper proposes and verifies a simplified method for calculating consolidation settlements of viscous clayey soils with vertical drains under complicated loading conditions. The method uses a new logarithmic function, suitable for cases of zero or very small initial effective stress, and the calculated settlements are in good agreement with finite element method (FEM) results and measured data.

ACTA GEOTECHNICA (2022)

暂无数据