| ATTRIBUTE | VALUE |
|---|---|
| type | C |
| database id | 5981 |
| title | |
| authors | |
| year | 1992 |
| series | Archive of Hydrotechnics |
| issue | XXXVIII, 3-4 |
| publisher | Wydawnictwo IBW PAN |
| place | Gdańsk |
| attributes | [published] [reviewed] [scientific] [national coverage] |
| ATTRIBUTE | VALUE |
|---|---|
| type | A |
| database id | 5984 |
| title | Geotechnical investigations during construction of the nuclear power plant at Żarnowiec |
| authors | Zygmunt Kurałowicz, Andrzej Tejchman |
| pages | 35 — 54 |
| full text link | http://www.ibwpan.gda.pl/storage/app/media/ahem/ahem38no34str035.pdf |
| affiliations | |
| abstracts | Some of the results of geotechnical investigations performed on the site of the construction of the first Polish nuclear power plant at Żarnowiec are presented. They contain results or investigations of subsoil deformability, averaging values of soil compaction degree ID with exemplary graphs of the Borros penetration test. |
| attributes | [reviewed] [scientific] |
| language | en |
| ATTRIBUTE | VALUE |
|---|---|
| type | A |
| database id | 2179 |
| title | Philosophie des séismes |
| authors | Guy Sanglerat, Thierry R. Sanglerat |
| pages | 83 — 94 |
| full text link | http://www.ibwpan.gda.pl/storage/app/media/ahem/ahem38no34str083.pdf |
| affiliations | |
| abstracts | A brief review of the general characteristics of earthquakes is presented. The impact of several earthquakes on structures and foundations have been analysed in detail. Special attention has been given to the evaluation of subsoil behaviour including settlements, liquefaction, and movements resulting in landslides. Design methods to minimize the impact of earthquakes on structures and their foundations are presented. |
| attributes | [reviewed] [scientific] |
| language | fr |
| ATTRIBUTE | VALUE |
|---|---|
| type | A |
| database id | 5989 |
| title | Contraintes et deformations dans un sol pulvérulent chargé en surface: comparaison expérimentation-calcul |
| authors | Pierre Lareal, Philippe Mathieu, Yvan Bourdeau, Kamel Amrani, Farid Kaoua |
| pages | 105 — 116 |
| full text link | http://www.ibwpan.gda.pl/storage/app/media/ahem/ahem38no34str105.pdf |
| affiliations | |
| abstracts | The tests for the surface foundation on sand under the cyclic loading were conducted in a container 1.5 m in diameter. A rigid foundation 0.5 m in diameter was prepared by poring a concrete on it. Stresses were measured under the foundation base and soil. Results presented enable the estimation of reliability of the cells used and difficulties in verification of the numerical model by the model tests. |
| attributes | [reviewed] [scientific] |
| language | fr |
| ATTRIBUTE | VALUE |
|---|---|
| type | A |
| database id | 5990 |
| title | Bearing capacity of non-cohesive soil by variational method |
| authors | Jolanta Lewandowska, Eugeniusz Dembicki |
| pages | 117 — 126 |
| full text link | http://www.ibwpan.gda.pl/storage/app/media/ahem/ahem38no34str117.pdf |
| affiliations | |
| abstracts | The paper presents the variational method for the bearing capacity problem of a strip foundation with inclined load. The method is based on Garber and Baker variatonal formulation. Numerical examples for various data sets have been carried out. |
| attributes | [reviewed] [scientific] |
| language | en |
| ATTRIBUTE | VALUE |
|---|---|
| type | A |
| database id | 5991 |
| title | Analyse de la formation du mécanisme de rupture et la butée en espace |
| authors | Wiesław Odrobiński |
| pages | 127 — 140 |
| full text link | http://www.ibwpan.gda.pl/storage/app/media/ahem/ahem38no34str127.pdf |
| affiliations | |
| abstracts | The coefficients qualifying the influence of lateral zones on the values of passive pressure are presented. The results of the verification analyses for these semi-empirical solution are included. The history of limit state development in three dimensional conditions, static and kinematic criteria and accuracy of the proposed method were checked. |
| attributes | [reviewed] [scientific] |
| language | fr |
| ATTRIBUTE | VALUE |
|---|---|
| type | A |
| database id | 5992 |
| title | Design method of the soil nailing retaining structures |
| authors | Kulczykowski M. |
| pages | 141 — 150 |
| full text link | http://www.ibwpan.gda.pl/storage/app/media/ahem/ahem38no34str141.pdf |
| affiliations | |
| abstracts | The method proposed in this paper is based on the slope stability analysis and the application of an elastic and limit plasticity approach to the problem of reinforced earth structures. This method enables us calculate the parameters and assume the distribution of the reinforcement in the soil nailing slopes, excavations and retaining walls. |
| attributes | [reviewed] [scientific] |
| language | en |
| ATTRIBUTE | VALUE |
|---|---|
| type | A |
| database id | 5983 |
| title | Evaluation of soil strength parameters by the CPTU method |
| authors | Zbigniew Młynarek, Wojciech Tschuschke, Guy Sanglerat, Michał Tomaszewski |
| pages | 17 — 34 |
| full text link | http://www.ibwpan.gda.pl/storage/app/media/ahem/ahem38no34str017.pdf |
| affiliations | |
| abstracts | The paper presents evaluation of strength parameters of subsoil composed of water-glacial sands and varved clays using the static penetration method. Harder-Bloh's method was used to interpret the penetration curve. The paper contains: evaluation of the undrained shear strength, the constrained modulus and the coefficient of clay consolidation. |
| attributes | [reviewed] [scientific] |
| language | en |
| ATTRIBUTE | VALUE |
|---|---|
| type | A |
| database id | 5982 |
| title | Some remarks on slope stability analysis of tailings dams |
| authors | Mirosław Lipiński, Wojciech Wolski |
| pages | 5 — 15 |
| full text link | http://www.ibwpan.gda.pl/storage/app/media/ahem/ahem38no34str005.pdf |
| affiliations | |
| abstracts | The paper presents some remarks concerning slope stability analysis of tailings dams. Taking as an example a copper mine tailings dam a comprehensive method of shear strength analysis using in sit and laboratory tests was discussed. Some results of in situ tests including CPT and DMT sounding were presented together with qualitative estimation of liquefaction appearance. |
| attributes | [reviewed] [scientific] |
| language | en |
| ATTRIBUTE | VALUE |
|---|---|
| type | A |
| database id | 5986 |
| title | Stabilisation à la chaux d’argiles gonflantes et de limon en vue de leur réutilisation dans le domaine routier |
| authors | Ibrahim Alimi-Ichola, Gerard Didier |
| pages | 55 — 68 |
| full text link | http://www.ibwpan.gda.pl/storage/app/media/ahem/ahem38no34str055.pdf |
| affiliations | |
| abstracts | Expansive clayey or silty soils are not recommended for pavement or pavement's subgrade. The stabilisation of these soils obtained by adding Iime improves their strength. This study presents the optimal criteria for choosing conditions in using expansive soils stabilized with lime and water in the pavement design. |
| attributes | [reviewed] [scientific] |
| language | fr |
| ATTRIBUTE | VALUE |
|---|---|
| type | A |
| database id | 5987 |
| title | Détermination de la charge portante des sols mous en prenant en compte la vitesse de l’augmentation de la charge |
| authors | Jerzy Przystański |
| pages | 69 — 81 |
| full text link | http://www.ibwpan.gda.pl/storage/app/media/ahem/ahem38no34str069.pdf |
| affiliations | |
| abstracts | The method of determining the bearing capacity of ground taking into consideration the advantageous influence of consolidation has been given. It has been found that the. influence of consolidation depends on speed of constructing of buildings or embankments. |
| attributes | [reviewed] [scientific] |
| language | fr |
| ATTRIBUTE | VALUE |
|---|---|
| type | A |
| database id | 5988 |
| title | Pathologie des parois moulées et des micropieux |
| authors | Guy Sanglerat, Thierry R. Sanglerat |
| pages | 95 — 103 |
| full text link | http://www.ibwpan.gda.pl/storage/app/media/ahem/ahem38no34str095.pdf |
| affiliations | |
| abstracts | Failures of sheet-pile walls and micropiles most often encountered in engineering practice are presented. Errors commonly made during design and construction have been evaluated, reviewed and described using typical examples. It was found that anchorage failure due to poor construction was the most common cause of failure of sheet-pile walls. |
| attributes | [reviewed] [scientific] |
| language | fr |