Studia Geotechnica et Mechanica最新文献

Correlation between Cone Penetration Test parameters, soil type, and soil liquidity index using long short-term memory neural network 基于长短期记忆神经网络的探深试验参数、土壤类型和土壤流动性指标的相关性研究

Studia Geotechnica et Mechanica Pub Date : 2023-11-13 DOI: 10.2478/sgem-2023-0023

Mateusz Jocz, Marek Lefik

引用次数: 0

Second-order effects in horizontally loaded reinforced concrete columns 水平荷载下钢筋混凝土柱的二阶效应

Studia Geotechnica et Mechanica Pub Date : 2023-11-02 DOI: 10.2478/sgem-2023-0022

Janusz Pędziwiatr, Michał Musiał

引用次数: 0

The Use of CPTU and DMT Methods to Determine Soil Deformation Moduli—Perspectives and Limitations 使用CPTU和DMT方法确定土壤变形模量-前景和局限性

Studia Geotechnica et Mechanica Pub Date : 2023-10-28 DOI: 10.2478/sgem-2023-0021

Z. Młynarek, J. Wierzbicki, T. Lunne

{"title":"The Use of CPTU and DMT Methods to Determine Soil Deformation Moduli—Perspectives and Limitations","authors":"Z. Młynarek, J. Wierzbicki, T. Lunne","doi":"10.2478/sgem-2023-0021","DOIUrl":"https://doi.org/10.2478/sgem-2023-0021","url":null,"abstract":"Abstract The article presents the concept of determining constrained modulus— M 0 , initial shear modulus— G 0 , Young modulus— E , and rigidity index— I R on the basis of parameters from static penetration tests CPTU (Piezocone Penetration Testing), SCPTU (Seismic Piezocone Penetration Testing) and dilatometer tests DMT (Flat Dilatometer Test), SDMT (Seismic Flat Dilatometer Test). The basis for constructing the empirical relationships between the mentioned modules and parameters from the CPTU and DMT studies was to determine the factors that affect these relationships. The article discusses the impact of the following factors; geological and geotechnical conditions, conditions of recording measurements in CPTU and DMT tests, factors relating to the CPTU and DMT testing methods, factors affecting reference parameters from laboratory tests, factors related to subsoil properties. The basis for obtaining the empirical relationships for determining the analyzed modules and rigidity index were extensive research of the soils of various origins, in Poland. Measurement uncertainties and factors influencing the recorded parameters in the CPTU study were documented by the studies of the Norwegian Geotechnical Institute and the former Department of Geotechnics of the Agricultural University in Poznań. In these studies, penetrometers from several reputable manufacturers were used. The article summarizes the established empirical relationships for individual modules, taking into account the effect of overconsolidation. It also comments on the interrelationship between constrained modulus M 0 from CPTU and DMT test for soils in Poland.","PeriodicalId":44626,"journal":{"name":"Studia Geotechnica et Mechanica","volume":"12 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"136159372","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Quality requirements for static liquefaction test of soil in triaxial apparatus 三轴仪土壤静态液化试验质量要求

Studia Geotechnica et Mechanica Pub Date : 2023-10-18 DOI: 10.2478/sgem-2023-0019

Mirosław J. Lipiński, Małgorzata Wdowska, Intan Puspitaningrum

引用次数: 0

Application of Clay–rubber Mixtures for the Transportation Geotechnics—the Numerical Analysis 粘土-橡胶混合料在交通岩土工程中的应用——数值分析

Studia Geotechnica et Mechanica Pub Date : 2023-10-18 DOI: 10.2478/sgem-2023-0020

Małgorzata Jastrzębska, Marian Łupieżowiec

{"title":"Application of Clay–rubber Mixtures for the Transportation Geotechnics—the Numerical Analysis","authors":"Małgorzata Jastrzębska, Marian Łupieżowiec","doi":"10.2478/sgem-2023-0020","DOIUrl":"https://doi.org/10.2478/sgem-2023-0020","url":null,"abstract":"Abstract The use of waste materials (including rubber) in industry is one of the most important issues in terms of environmental protection. One of such applications is the use of soil–rubber mixtures in backfills or lower layers of embankments or road structures. The numerical analyses of the behavior of a clay–rubber mixture layer built into a road embankment are presented in this article. An elastic-perfectly plastic model with a Coulomb–Mohr yield surface was used in the finite element analysis. The parameters of soil–rubber mixtures adopted for the analysis were estimated on the basis of triaxial tests: monotonic (UU—unconsolidated undrained, and CU—consolidated undrained) and cyclic (CU) performed with low frequency ( f = 0,001 Hz). The triaxial tests were carried out on mixtures of kaolin (K) and red clay (RC) with the addition of 1–5 mm rubber granulate (G) in the amount of 5–25% by weight. Numerical analyses included a static plate load test (VSS) of a layer made of a rubber–soil mixture built into the embankment and testing the stability of embankments using the c –ϕ strength reduction procedure. The results of laboratory tests confirm the necessity of testing soil–rubber mixtures each time before their use in embankments. The observed overall decrease in shear strength and stiffness of the tested material is variable and depends on the type of soil and the content of rubber waste. Satisfactory results of the analysis were obtained, both in terms of the values of layer stiffness modules and slope safety factors, which allows for the conclusion of the possibility of using soil–rubber mixtures (with the recommended granulate addition up to 30% by weight) in the layers of road embankments and (depending on the road class) in the lower layers of the pavement structure.","PeriodicalId":44626,"journal":{"name":"Studia Geotechnica et Mechanica","volume":"33 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135888787","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Modernized Resonant Column and Torsional Shearing Apparatus With Multipoint Contactless Displacement Detection System 带多点非接触位移检测系统的现代化共振柱扭剪仪

Studia Geotechnica et Mechanica Pub Date : 2023-10-08 DOI: 10.2478/sgem-2023-0018

Marcin Bujko, Marta Bocheńska, Piotr Srokosz, Ireneusz Dyka

{"title":"Modernized Resonant Column and Torsional Shearing Apparatus With Multipoint Contactless Displacement Detection System","authors":"Marcin Bujko, Marta Bocheńska, Piotr Srokosz, Ireneusz Dyka","doi":"10.2478/sgem-2023-0018","DOIUrl":"https://doi.org/10.2478/sgem-2023-0018","url":null,"abstract":"Abstract In this study, a modification of resonant column/torsional shearing (RC/TS) apparatus was proposed to perform a qualitative analysis of a noncohesive soil specimen vibration during RC tests. An additional multipoint displacement detection system was installed in the RC/TS WF8500 device. In the new measuring system, 48 mini-magnets are attached to the side surface of a cylindrical soil specimen, creating a regular grid of measuring points. Around 48 Hall sensors (Honeywell SS495A1) are used to measure changes in the magnetic field strength due to the movement of the corresponding magnets on the surface of the specimen subjected to dynamic torque. The Hall sensor generates an analog signal that is proportional to the change in the magnetic field. The measurements are collected with a newly developed data acquisition system that consists of a set of analog-to-digital converters and a set of ARM (Advanced RISC (Reduced Instruction Sets Computing) Machine) microcontrollers. The measurement system is controlled with a dedicated software, ControlRec, developed by the authors. The measurements are taken synchronically with and independently from the standard RC test procedure. The new measuring technique allows to observe displacements of the 48 points on the specimens’ surface with over 4 times higher sampling rate than in the original measuring system. As a result, additional effects related to the mechanical wave propagation through soil specimen were observed (local disturbances in distribution of vibration amplitudes or significant displacements near the bottom end of the specimen, which is assumed to be fixed in the standard RC/TS results analysis), that could not be identified using the standard equipment of the device.","PeriodicalId":44626,"journal":{"name":"Studia Geotechnica et Mechanica","volume":"6 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135197434","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Reduction of Numerical Model in Some Geotechnical Problems 一些岩土工程问题的数值模型简化

Studia Geotechnica et Mechanica Pub Date : 2023-10-07 DOI: 10.2478/sgem-2023-0016

Artur Góral, Marek Lefik, Marek Wojciechowski

{"title":"Reduction of Numerical Model in Some Geotechnical Problems","authors":"Artur Góral, Marek Lefik, Marek Wojciechowski","doi":"10.2478/sgem-2023-0016","DOIUrl":"https://doi.org/10.2478/sgem-2023-0016","url":null,"abstract":"Abstract The concept of equivalence of the realistic, initial reference model and the simplified, reduced model is proposed. In reduced models, the action of the soil on the structure is replaced by the action of a layer with prescribed properties, defined by a set of parameters. The main difficulty here is to find the parameter values required by the simplified theory. The subject of this work is to find the dependence of the parameters of the reduced model on the parameters of the full model, including realistic soil behavior, in order to ensure the equivalence of both models. We show the potential of the method by presenting two examples: Winkler and Pasternak's model of a plate on the ground. We assume that both models are equivalent if they give identical results (displacements) at a finite number of observation points. An artificial neural network (ANN) is built in order to approximate and record the dependence of the parameters of the reduced model (at the network output) from the parameters of the full model (given at the network input). The complex network acts as a formula that assigns the parameters of the reduced model to a realistic description of the soil structure that is used for finite element method (FEM) modeling. The formalism we propose is quite general and can be applied to many engineering problems. The presented procedure is entirely numerical; it allows to calculate the parameters of the reduced model without resorting to symbolic calculations or additional theoretical considerations.","PeriodicalId":44626,"journal":{"name":"Studia Geotechnica et Mechanica","volume":"201 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135254968","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Reliability of Methods for Determination of Stress History Parameters in Soils 土壤应力历史参数测定方法的可靠性

Studia Geotechnica et Mechanica Pub Date : 2023-10-07 DOI: 10.2478/sgem-2023-0017

Małgorzata Wdowska, Mirosław J. Lipiński

{"title":"Reliability of Methods for Determination of Stress History Parameters in Soils","authors":"Małgorzata Wdowska, Mirosław J. Lipiński","doi":"10.2478/sgem-2023-0017","DOIUrl":"https://doi.org/10.2478/sgem-2023-0017","url":null,"abstract":"Abstract Stress history acquired by any cohesive soil influences, to a large extent, three groups of fundamental properties indispensable in geotechnical design i.e. state of soil, shear strength, and stiffness characteristics. The basic stress history parameter (from which other parameters are derived) determined directly from laboratory tests is a preconsolidation stress σ′p. Since the first method proposed by Casagrande in 1936, value σ′p is determined in the oedometer test as a border between overconsolidated (OC) and normally consolidated (NC) zones. Approach based on division between predominantly elastic, (recoverable) strain, and plastic (irrecoverable) strain is a main principle of several methods of σ′p determination, which have been proposed over the past eighty-six years. Accumulated experiences have revealed that any laboratory procedure based on the oedometer test does not provide realistic value of preconsolidation stress, especially in heavy preconsolidated soils. The major reason for that results from the fact that the mechanism responsible for natural overconsolidation is more complicated than mechanical preloading. Therefore, there is a necessity to reevaluate effectiveness of standard methods and look for another solution of evaluation yield stress σ′Y in natural soils. This article presents the comparison between σ′Y determined for various soils with use of standard methods based on conventional oedometer test and yield stress determined on the basis of alternative procedures. The latter are represented by various approaches as e.g. based on SHANSEP procedure or initial shear modulus and others. The most promising among these alternative methods is a new concept based on dilatancy phenomenon that takes place during shearing of a dense soil. The parameter reflecting stress history is derived from pore pressure response and is based on characteristic values of Skempton's parameter A record. Consistency of data concerning stress history parameters profile obtained for deep subsoil on the basis of various methods is shown for comparison.","PeriodicalId":44626,"journal":{"name":"Studia Geotechnica et Mechanica","volume":"14 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135253849","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Second-Order Work Criterion in the Stability Analysis of an Earth Dam Subjected to Seepage 渗流作用下土坝稳定性分析的二阶功准则

Studia Geotechnica et Mechanica Pub Date : 2023-10-01 DOI: 10.2478/sgem-2023-0015

Krzysztof Sternik

{"title":"Second-Order Work Criterion in the Stability Analysis of an Earth Dam Subjected to Seepage","authors":"Krzysztof Sternik","doi":"10.2478/sgem-2023-0015","DOIUrl":"https://doi.org/10.2478/sgem-2023-0015","url":null,"abstract":"Abstract Failure may take different forms: reaching the Mohr–Coulomb limit stress condition is accompanied by yielding, strain localisation may occur in shear, compaction or dilatant bands, arbitrary large strain and loss of strength may be accompanied by a field of chaotic displacements of soil particles. Failure is also related to material instability. It takes place when there is a loss of uniqueness of constitutive relationships. It has been found that instability domains exist strictly inside the Mohr–Coulomb failure surface. Material instability can be detected by local Hill's criterion, that is the second-order work at a point. Results of a coupled hydro-mechanical finite element analysis of an ‘earth dam – subgrade’ system at changing hydraulic boundary conditions have been presented in the article. Normalised values of the second-order work and factor of safety values by the shear strength reduction procedure for corresponding stages of the analysis were calculated. It has been shown that the value of the safety factor corresponds to the values of the second-order work. The analysis results show that a decrease in the value of the safety factor is accompanied by a decrease in the value of the second-order work until negative values occur at some points.","PeriodicalId":44626,"journal":{"name":"Studia Geotechnica et Mechanica","volume":"116 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135373460","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Effect of the Addition of Dispersed Reinforcement on the Resilient Modulus of Slightly Cemented Non-Cohesive Soil 分散配筋对微胶结非粘性土弹性模量的影响

Studia Geotechnica et Mechanica Pub Date : 2023-09-30 DOI: 10.2478/sgem-2023-0013

Mariola Wasil, Patryk Dobrzycki, Katarzyna Zabielska-Adamska

{"title":"Effect of the Addition of Dispersed Reinforcement on the Resilient Modulus of Slightly Cemented Non-Cohesive Soil","authors":"Mariola Wasil, Patryk Dobrzycki, Katarzyna Zabielska-Adamska","doi":"10.2478/sgem-2023-0013","DOIUrl":"https://doi.org/10.2478/sgem-2023-0013","url":null,"abstract":"Abstract The aim of this article is to determine the effect of the addition of dispersed reinforcement on the resilient modulus of non-cohesive soil used as material for improved subgrade or subbase course of the pavement structure. Resilient modulus ( M r ) is a parameter used in road construction, which characterises soil subgrade or base aggregates stiffness in flexible pavement subjected to the traffic load. This article presents laboratory test results of non-cohesive coarse material (gravelly sand – grSa – without fines) with the addition of 1.5% cement and dispersed reinforcement – polypropylene fibres in lengths of 12, 18 and 40 mm. Tests were conducted on the samples with various percentages of fibres (0, 0.2 and 0.3%) relating to the dry mass of the soil. Samples were compacted according to the standard Proctor (SP) and modified Proctor (MP) methods. Main laboratory tests were conducted in the triaxial apparatus enabling testing samples subjected to cyclic loads according to AASHTO T307 standard. Resilient modulus was determined after 7 and 28 days of curing. The results indicate the influence of fibre amount, fibre length, and curing time on the M r of the soil modified with 1.5% of cement. The obtained results were also influenced by the method of compaction. The addition of polypropylene fibres decreases the resilient modulus of soil stabilised by 1.5% of cement. The best results of dispersive reinforcement were obtained for samples containing 0.3% of fibres with a length of 18 mm, compacted by the MP methods.","PeriodicalId":44626,"journal":{"name":"Studia Geotechnica et Mechanica","volume":"45 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"136342175","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0