Pascal and Francis Bibliographic Databases

Help

Search results

Your search

au.\*:("KARLSRUD K")

Document Type [dt]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Publication Year[py]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Discipline (document) [di]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Author Country

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Results 1 to 19 of 19

  • Page / 1
Export

Selection :

  • and

SEKSTEN METER DYP UTGRAVNING FOR TUNNELER I STUDENTERLUNDE, OSLO. = UNE EXCAVATION OUVERTE D'UN PROFONDEUR DE 60 M POUR LE TUNNEL TRAVERSANT OSLOKARLSRUD K.1976; NORGES GEOTEK. INST., PUBL.; NORGE; DA. 1976; NO 112; PP. 13-20; ABS. ANGL.; BIBL. 6 REF.Article

COMPARISON BETWEEN LARGE-SCALE IN-SITU TEST AND RESULTS OF TRIAXIAL TESTS ON OSLO CLAY = COMPARAISON DES RESULTATS D'ESSAIS DE CISAILLEMENT IN SITU A GRANDE ECHELLE ET D'ESSAIS TRIAXIAUX SUR L'ARGILE D'OSLOKARLSRUD K.1979; NORGESGEOTEK. INST. PUBL.; NOR; DA. 1979; NO 128; 6 P.; BIBL. 11 REF.Article

Analysis of a small slide in sensitive clay in Friedrikstad, Norway = Analyse d'un petit glissement dans des argiles sensibles à Friedrikstad, NorvègeKARLSRUD, K.Rapport - Statens geotekniska institut. 1983, Num 17, pp 175-184, issn 0348-0755Article

Drenasje og setningsproblemer i forbindelse med fjelltunneler i Oslo-området = Problèmes de drainage et de tassement en rapport avec la construction de tunnel dans la région d'OsloKARLSRUD, K.Publikasjon - Norges Geotekniske Institutt. 1983, Num 147, pp 1-14, issn 0078-1193Article

SOIL FLOWS GENERATED BY SUBMARINE SLIDES: CASE STUDIES AND CONSEQUENCES = MOUVEMENTS DE SOL PRODUITS PAR DES GLISSEMENTS SOUS-MARINS: ETUDES DE CAS ET CONSEQUENCESEDGERS L; KARLSRUD K.1982; PUBLIKASJON - NORGES GEOTEKNISKE INSTITUTT; ISSN 0078-1193; NOR; DA. 1982; NO 143; PP. 1-11; BIBL. 2 P.Article

SUBSIDENCE PROBLEMS CAUSED BY ROCK-TUNNALING IN OSLOKARLSRUD K; SANDER L.1978; NORGES GEOTEK. INST., PUBL.; NOR; DA. 1978; NO 123; PP. 1-10; BIBL. 5 REF.; 12 ILL.Article

Comments on use of performance monitoring for underground worksKARLSRUD, K.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 2413-2415, isbn 90-5410-891-6Conference Paper

Feltforsók med instrumentert stålrórspel i overkonsolidert leire = Essais en place sur un pieu tube en acier dans de l'argile surconsolidée = Field tests on an instrumented steel tube pile in overconsolidated clayKARLSRUD, K; HAUGEN, T.Publikasjon - Norges Geotekniske Institutt. 1984, Num 153, pp 1-7, issn 0078-1193Article

Discussion leader's contribution : some aspects of design and construction of deep supported excavationsKARLSRUD, K.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 2315-2320, isbn 90-5410-891-6Conference Paper

Viscous analysis of submarine flows = Analyse de la viscosité d'écoulements sous-marinsEDGERS, L; KARLSRUD, K.Publikasjon - Norges Geotekniske Institutt. 1986, Num 166, pp 1-9, issn 0078-1193Article

Axial static capacity of steel model piles in overconsolidated clay = Capacité axiale statique de pieux modèles en acier dans de l'argile surconsolidéeKARLSRUD, K; HAUGEN, T.Publikasjon - Norges Geotekniske Institutt. 1986, Num 163, issn 0078-1193, 7 p.Conference Paper

Axial capacity of offshore piles in clayKARLSRUD, K; NADIM, F.Publikasjon - Norges Geotekniske Institutt. 1992, Vol 188, issn 0078-1193, 12 p.Conference Paper

Vanskelig byggegrop i Singapore: NGI hindret kollaps av stålspunt = Etude pré de la rupture (appelé NGI) de paroi en palplanche à Singapour = NGI called in to study near collapse of sheetpipe wall in SingaporeKARLSRUD, K; EIDE, O.Publikasjon - Norges Geotekniske Institutt. 1985, Num 157, pp 1-2, issn 0078-1193Article

Axial static capacity of steel model piles in overconsolidated clay = Capacité axiale statique de pieux modèles en acier dans l'argile surconsolidéeKARLSRUD, K; HAUGEN, T.International conference on soil mechanics and foundation engineering. 11. 1985, pp 1401-1406Conference Paper

Response of piles in soft clay and silt deposits to static and cyclic axial loading based on recent instrumented pile load testsKARLSRUD, K; KALSNES, B; NOWACKI, F et al.Publikasjon - Norges Geotekniske Institutt. 1992, Vol 188, issn 0078-1193, 37 p.Article

Improved CPTU interpretations based on block samplesKARLSRUD, K; LUNNE, T; BRATTLIEN, K et al.Publikasjon - Norges Geotekniske Institutt. 1997, Vol 202, pp 195-201, issn 0078-1193Article

Can we predict landslide hazards in soft sensitive clays? Summary of Norwegian practice and experiences = Pouvons-nous prévoir les risques de glissements dans des argiles sensibles molles? Résumé des expériences et méthodes norvégiennesKARLSRUD, K; AAS, G; GREGERSEN, O et al.Publikasjon - Norges Geotekniske Institutt. 1985, Num 158, issn 0078-1193, 24 p.Serial Issue

NGI's pile tests at tilbrook and pentre―review of testing procedures and resultsKARLSRUD, K; HANSEN, S. B; DYVIK, R et al.Publikasjon - Norges Geotekniske Institutt. 1992, Vol 188, issn 0078-1193, 21 p.Article

Norwegian practice related to design of braced excavationsKARLSRUD, K; AAS, G.International symposium on underground construction in soft ground. 1995, pp 49-52, isbn 90-5410-536-4Conference Paper

  • Page / 1