Mathematical Models for Stress–Strain Behavior of Nano Magnesia-Cement-Reinforced Seashore Soft Soil

Wang, Wei; Fu, Yong; Zhang, Chen; Li, Na; Zhou, Aizhao

doi:10.3390/math8030456

Cited by 10 publications

(5 citation statements)

References 39 publications

(63 reference statements)

Supporting

Mentioning

Contrasting

Order By: Relevance

“…, σ nσ ) T is the vector of σ j ; n σ is the sum of discrete stresses, g 0 and g are the vectors of gravity and prescribed gravity; and f is the yield function. In order to solve equations (3)-(5), the authors proposed a nonlinear optimization algorithm, which is an optimization of the arc interior point algorithm [43,44]. In order to ensure the accuracy and efficiency of the calculation, an adaptive meshing method based on the energy method is proposed.…”

Section: Methodsmentioning

confidence: 99%

Stability Analysis of a Two‐Layered Slope with Cracks by Finite Element Limit Analysis

Zhou

Liu

Huang

et al. 2020

Advances in Civil Engineering

View full text Add to dashboard Cite

In this study, to support slope stability estimating engineering, the stability of a slope with cracks lying on two-layered slopes was investigated by a self-developed adaptive element limit analysis (AFELA) code. Upper bound (UB) and lower bound (LB) results of soil additional gravity factor SF within 4% relative error were obtained to quantify the effects of several factors, including the Moore‒Cullen strength ratio, angle of the slope, thickness of the top layer, length of the crack, angle of the crack, and crack’s distance from the edge. Typical failure patterns were also discussed for deeper insight into the two-layered slope stability with cracks. In addition, the results of the AFELA code were compared with the actual situation of the slope and existing commercial calculation software to verify the reliability of this investigation.

show abstract

Section: Methodsmentioning

confidence: 99%

Stability Analysis of a Two‐Layered Slope with Cracks by Finite Element Limit Analysis

Zhou

Liu

Huang

et al. 2020

Advances in Civil Engineering

View full text Add to dashboard Cite

show abstract

“…At the same time, cement is a main component of carbon emission materials, and reducing cement consumption can reduce the carbon emission of buildings in essence. In the future, optimizing the whole architectural design system based on the application of new renewable materials and nano materials is a major research topic to reduce the carbon emission of the architectural system [25,32,33].…”

Section: Discussionmentioning

confidence: 99%

Study on the Carbon Emissions in the Whole Construction Process of Prefabricated Floor Slab

Kong¹,

Kang

et al. 2020

Applied Sciences

Self Cite

View full text Add to dashboard Cite

The construction industry is characterized by high energy consumption and high carbon emissions. With growing concern about climate change, environmental protection is becoming increasingly important. In this paper, the whole construction process of prefabricated floor slab (PFS) is divided into three stages: production, transportation, and construction stages. Carbon emissions are calculated based on the life cycle assessment (LCA) method. A case study of PFS construction in Shaoxing city, China, was examined, and the calculation results were compared and evaluated with the traditional construction methods, which showed that in the production stage, carbon emissions increased due to mechanical operations during the prefabrication process. In the transportation stage, carbon emissions also increased due to the heavier prefabricated components during the transportation process. During the on-site construction stage, carbon emissions considerably decreased due to the lower hoisting frequency and less on-site pouring.

show abstract

“…Therefore, in order to consider the influence of the soil-rock mixtures' scatter strength and the rock distribution uncertainty on the slope stability at the same time, a Monte Carlo algorithm suitable for the stability analysis of soil-rock slopes was proposed. In the future, it expected to use this method to study the soil-rock slope stability reinforced by cement [29,30], new composite materials [31,32], anchors and geo-grids, etc.…”

Section: The Monte Carlo Methods For Soil-rock Slopesmentioning

confidence: 99%

A Monte Carlo Approach to Estimate the Stability of Soil–Rock Slopes Considering the Non-Uniformity of Materials

Zhou

Huang

et al. 2020

Symmetry

Self Cite

View full text Add to dashboard Cite

A soil–rock slope is a heterogeneous slope composed of soil and rocks that is widely distributed throughout the world. In order to accurately analyze the slope stability of soil–rock mixture, based on a Monte Carlo algorithm (fuzzy-based method), a symmetrical stability analyzing method for soil–rock slopes is proposed, considering the dispersion of strength of soil–rock mixtures. In analyzing it, the numerical model is symmetrical to the real soil–rock slope in geometry and material properties. In addition, the effect of rock content to slope stability was studied by this symmetrical method. The specific work of this paper is as follows: (1) The acquisition method of random number series for the Monte Carlo algorithm and the method of slope stability analysis, using the Monte Carlo method, are introduced. (2) According to in situ samples and remade samples, the strength characteristics of soil–rock mixtures were measured with different rock contents, which proved the scatter of strength of soil–rock mixtures. (3) Based on the measured strength parameters of soil–rock mixtures and the slope landslide, the reliability in analyzing results and superiority in calculating time of using the Monte Carlo method to analyze stability of soil–rock slopes are detailed. (4) The stability of soil–rock slopes with different rock content is discussed with the Monte Carlo method, and it is concluded that with the increase of rock content, the stability of a soil–rock slope decreases first and then increases, and the minimum safety factor is acquired at 20% rock content. (5) Based on a large number of calculation examples, the applied situations of the Monte Carlo method to analyze stability of soil–rock slopes are detailed according to sampling results and rock size.

show abstract

Mathematical Models for Stress–Strain Behavior of Nano Magnesia-Cement-Reinforced Seashore Soft Soil

Cited by 10 publications

References 39 publications

Stability Analysis of a Two‐Layered Slope with Cracks by Finite Element Limit Analysis

Stability Analysis of a Two‐Layered Slope with Cracks by Finite Element Limit Analysis

Study on the Carbon Emissions in the Whole Construction Process of Prefabricated Floor Slab

A Monte Carlo Approach to Estimate the Stability of Soil–Rock Slopes Considering the Non-Uniformity of Materials

Contact Info

Product

Resources

About