Works matching DE "CLAY soil testing"

Results: 38

Strength Development in Clay Soil Stabilized with Fly Ash.

Published in:

Jordan Journal of Civil Engineering, 2018, v. 12, n. 2, p. 188

By:

Islam, Shriful;
Hoque, Nur;
Uddin, Md.;
Chowdhury, Mohammod

Publication type:

Article

Comprehensive nonlinear seismic ground response analysis of sensitive clays: case study-Leda clay in Ottawa, Canada.

Published in:

Bulletin of Earthquake Engineering, 2017, v. 15, n. 1, p. 123, doi. 10.1007/s10518-016-9957-9

By:

Torabi, Hooman;
Rayhani, Mohammad

Publication type:

Article

Modifications in selected soil attributes as influenced by long-term continuous cropping in a calcareous semiarid environment.

Published in:

Natural Hazards, 2013, v. 69, n. 3, p. 1951, doi. 10.1007/s11069-013-0786-8

By:

Rezapour, Salar;
Taghipour, A.;
Samadi, A.

Publication type:

Article

Zinc Adsorption in Relation to Soil Properties, Analysed with Langmuir and Freundlich Models in Soils of Kashmir Valley.

Published in:

Current Agriculture Research Journal, 2019, v. 7, n. 1, p. 68, doi. 10.12944/CARJ.7.1.09

By:

SADAT, SYED;
REHMAN, N. Z.;
BHAT, M. A.;
WANI, M. A.

Publication type:

Article

On the Preconsolidation Pressure: Experience Based on Testing the Holocene Marine Clay of Peninsula Malaysia.

Published in:

2016

By:

Dobie, Michael

Publication type:

Abstract

Long-Term Structural Deficiencies in a Mat Foundation on Clay Soil.

Published in:

Journal of Performance of Constructed Facilities, 2013, v. 27, n. 3, p. 295, doi. 10.1061/(ASCE)CF.1943-5509.0000331

By:

Russo, Gaetano;
Pauletta, Margherita;
Scibilia, Nunzio

Publication type:

Article

Yüksek plastisiteli killerin kalıcı kayma mukavemetine plastisitenin etkisi.

Published in:

Journal of the Faculty of Engineering & Architecture of Gazi University / Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi,, 2017, v. 32, n. 2, p. 313, doi. 10.17341/gazimmfd.322152

By:

Hatipoğlu, Mustafa;
İyisan, Recep

Publication type:

Article

Structure alteration of a sandy-clay soil by biochar amendments.

Published in:

Journal of Soils & Sediments: Protection, Risk Assessment, & Remediation, 2015, v. 15, n. 4, p. 816, doi. 10.1007/s11368-014-0960-y

By:

Baiamonte, Giorgio;
Pasquale, Claudio;
Marsala, Valentina;
Cimò, Giulia;
Alonzo, Giuseppe;
Crescimanno, Giuseppina;
Conte, Pellegrino

Publication type:

Article

Geotechnical Properties of Azara Soil as Base and Subbase Materials for Road Construction.

Published in:

Achievers Journal of Scientific Research (AJOSR), 2023, v. 4, n. 2, p. 78

By:

Bewaji, S.;
Falade, A. O.;
Adeseko, A. A.;
Ashefon, O. H.

Publication type:

Article

Impact of lignocellulosic and hemicellulosic biochar on soil moisture in low clay soils.

Published in:

Journal of Plant Nutrition & Soil Science, 2017, v. 180, n. 5, p. 576, doi. 10.1002/jpln.201700221

By:

Licht, Jeff;
Smith, Nick;
Mitchell, Perry;
Shields, Frank

Publication type:

Article

Impact of biochars on swell-shrinkage behavior, mechanical strength, and surface cracking of clayey soil.

Published in:

Journal of Plant Nutrition & Soil Science, 2014, v. 177, n. 6, p. 920, doi. 10.1002/jpln.201300596

By:

Zong, Yutong;
Chen, Danping;
Lu, Shenggao

Publication type:

Article

Soil quality assessment of yellow clayey paddy soils with different productivity.

Published in:

Biology & Fertility of Soils, 2014, v. 50, n. 3, p. 537, doi. 10.1007/s00374-013-0864-9

By:

Liu, Zhanjun;
Zhou, Wei;
Shen, Jianbo;
Li, Shutian;
Ai, Chao

Publication type:

Article

Compressive and Tensile Strength of Fibrous Clayey Soil Stabilized with Lime.

Published in:

Al-Rafadain Engineering Journal, 2012, v. 20, n. 2, p. 66

By:

Al-Kiki, I. M.;
Al-Zubaydi, A. H.;
Al-Atalla, M. A.

Publication type:

Article

Evaluation of Uniformity of Soil Specimens Prepared in Large Tanks by Slurry Consolidation.

Published in:

Geotechnical & Geological Engineering, 2018, v. 36, n. 3, p. 1885, doi. 10.1007/s10706-017-0417-3

By:

Mir, Owais Shafi;
Dasaka, S. M.;
Kolekar, Y. A.;
Viswanadham, B. V. S.

Publication type:

Article

Improvement of Bearing Ratio of Clayey Subgrade Using Compacted Flyash Layer.

Published in:

Geotechnical & Geological Engineering, 2017, v. 35, n. 4, p. 1885, doi. 10.1007/s10706-017-0179-y

By:

Sengupta, Ashimanta;
Mukherjee, Sibapriya;
Ghosh, Ambarish

Publication type:

Article

Stormwater management: methods for measuring near-surface infiltration capacity in clayey till.

Published in:

Geological Survey of Denmark & Greenland Bulletin, 2014, n. 31, p. 47, doi. 10.34194/geusb.v31.4658

By:

Bockhorn, Britta;
Bergen Jensen, Marina;
Klint, Knud Erik S.

Publication type:

Article

Flow rule in a high-cycle accumulation model backed by cyclic test data of 22 sands.

Published in:

Acta Geotechnica, 2014, v. 9, n. 4, p. 695, doi. 10.1007/s11440-014-0302-7

By:

Wichtmann, Torsten;
Niemunis, Andrzej;
Triantafyllidis, Theodoros

Publication type:

Article

The stabilization of clay soil using wood sawdust ash and its effect against unconfined compressive strength (UCS) value.

Published in:

Teknika: Jurnal Sains dan Teknologi, 2023, v. 19, n. 2, p. 97, doi. 10.36055/tjst.v19i2.20849

By:

Mina, Enden;
Kusuma, Rama Indera;
Fathonah, Woelandari;
Joesi, Salsabila;
Ashari, Nur

Publication type:

Article

PROSPECCIÓN FITONEMATOLÓGICA EN VIÑEDOS DEL VALLE DE GUADALUPE, B.C. MÉXICO.

Published in:

Nematropica, 2012, v. 42, n. 1, p. 26

By:

Condoy, M. Cuenca;
Mendoza, N. Marbán;
Hernández, M. Vargas;
Alviter, A. Rebollar

Publication type:

Article

Experimental and numerical investigation of the effect of the urban heat island on slope stability.

Published in:

Bulletin of Engineering Geology & the Environment, 2013, v. 72, n. 3/4, p. 303, doi. 10.1007/s10064-013-0476-5

By:

Liu, Chun;
Shi, Bin;
Shao, Yuxian;
Tang, Chaosheng

Publication type:

Article

Increased Bearing Capacity of Piles Driven In Clay.

Published in:

Soil Mechanics & Foundation Engineering, 2017, v. 54, n. 2, p. 97, doi. 10.1007/s11204-017-9440-x

By:

Bakholdin, B.;
Bessmertny, A.;
Yastrebov, P.

Publication type:

Article

A Methodology to Detect and Characterize Uplift Phenomena in Urban Areas Using Sentinel-1 Data.

Published in:

Remote Sensing, 2018, v. 10, n. 4, p. 607, doi. 10.3390/rs10040607

By:

Bonì, Roberta;
Bosino, Alberto;
Meisina, Claudia;
Novellino, Alessandro;
Bateson, Luke;
McCormack, Harry

Publication type:

Article

Experience of inverse modeling for estimating hydraulic parameters of unsaturated soils.

Published in:

Russian Meteorology & Hydrology, 2016, v. 41, n. 11/12, p. 779, doi. 10.3103/S1068373916110066

By:

Qanza, H.;
Maslouhi, A.;
Abboudi, S.

Publication type:

Article

Multiple approaches of determining coefficient of consolidation under radial drainage on δ-log t plot.

Published in:

International Journal of Geotechnical Engineering, 2011, v. 5, n. 4, p. 425, doi. 10.3328/IJGE.2011.05.04.425-435

By:

Prakash, K.;
Sridharan, A.;
Aakash, B. S.;
Balaji, K. S.

Publication type:

Article

A new simplified method and its verification for calculation of consolidation settlement of a clayey soil with creep.

Published in:

Canadian Geotechnical Journal, 2017, v. 54, n. 3, p. 333, doi. 10.1139/cgj-2015-0290

By:

Yin, Jian-Hua;
Feng, Wei-Qiang

Publication type:

Article

Undrained stiffness anisotropy from hollow cylinder experiments on four Eocene-to-Jurassic UK stiff clays.

Published in:

Canadian Geotechnical Journal, 2017, v. 54, n. 3, p. 313, doi. 10.1139/cgj-2015-0320

By:

Brosse, A.;
Jardine, R.J.;
Nishimura, S.

Publication type:

Article

Discussion of 'Large-strain elastic viscoplastic consolidation analysis of very soft clay layers with vertical drains under preloading'1.

Published in:

2015

By:

Mesri, Gholamreza;
Wang, Cai

Publication type:

Opinion

Reply to the discussion by Grimstad et al. on 'Viscous behaviour of clays in one-dimensional compression'1.

Published in:

2015

By:

Wong, R.C.K.

Publication type:

Opinion

Hydromechanical response of a bedded argillaceous rock formation to excavation and water injection1.

Published in:

Canadian Geotechnical Journal, 2015, v. 52, n. 1, p. 1, doi. 10.1139/cgj-2013-0324

By:

Le, A.D.;
Nguyen, T.S.

Publication type:

Article

Discussion of 'Viscous behaviour of clays in one-dimensional compression'1.

Published in:

2015

By:

Grimstad, G.;
Degago, S.A.;
Boumezerane, D.

Publication type:

Opinion

Discussion of 'Test fill on soft plastic marine clay at Onsøy, Norway'1.

Published in:

2015

By:

Mesri, Gholamreza;
Wang, Cai

Publication type:

Opinion

Reply to the discussion by Mesri and Wang on 'Test fill on soft plastic marine clay at Onsøy, Norway'1.

Published in:

2015

By:

Berre, Toralv

Publication type:

Opinion

Canadian Geotechnical Journal - Editors' Choices 2014.

Published in:: Canadian Geotechnical Journal, 2015, v. 52, n. 1, p. iii, doi. 10.1139/cgj-2014-0500
Publication type:: Article

Reply to the discussion by Mesri and Wang on 'Large-strain elastic viscoplastic consolidation analysis of very soft clay layers with vertical drains under preloading'1.

Published in:

2015

By:

Hu, Ya-Yuan;
Zhou, Wan-Huan;
Cai, Yuan-Qiang

Publication type:

Opinion

In situ dynamic piezocone penetrometer tests in natural clayey soils - a reappraisal of strain-rate corrections.

Published in:

Canadian Geotechnical Journal, 2014, v. 51, n. 3, p. 272, doi. 10.1139/cgj-2013-0048

By:

Steiner, Alois;
Kopf, Achim J.;
L'Heureux, Jean-Sebastien;
Kreiter, Stefan;
Stegmann, Sylvia;
Haflidason, Haflidi;
Moerz, Tobias

Publication type:

Article

Investigation into water retention behaviour of deformable soils.

Published in:

Canadian Geotechnical Journal, 2013, v. 50, n. 2, p. 200, doi. 10.1139/cgj-2011-0409

By:

Salager, Simon;
Nuth, Mathieu;
Ferrari, Alessio;
Laloui, Lyesse

Publication type:

Article

Desiccation cracking behavior of polypropylene fiber-reinforced clayey soil.

Published in:

Canadian Geotechnical Journal, 2012, v. 49, n. 9, p. 1088, doi. 10.1139/t2012-067

By:

Shi, Bin;
Cui, Yu-Jun;
Liu, Chun;
Gu, Kai;
Tang, Chao-Sheng

Publication type:

Article

Time-dependent behaviour of the Bearpaw Shale in oedometric loading and unloading.

Published in:

Canadian Geotechnical Journal, 2012, v. 49, n. 4, p. 427, doi. 10.1139/t2012-004

By:

Powell, J. Suzanne;
Take, W. Andy;
Siemens, Greg;
Remenda, V.H.

Publication type:

Article

Works matching DE "CLAY soil testing"

Strength Development in Clay Soil Stabilized with Fly Ash.

Comprehensive nonlinear seismic ground response analysis of sensitive clays: case study-Leda clay in Ottawa, Canada.

Modifications in selected soil attributes as influenced by long-term continuous cropping in a calcareous semiarid environment.

Zinc Adsorption in Relation to Soil Properties, Analysed with Langmuir and Freundlich Models in Soils of Kashmir Valley.

On the Preconsolidation Pressure: Experience Based on Testing the Holocene Marine Clay of Peninsula Malaysia.

Long-Term Structural Deficiencies in a Mat Foundation on Clay Soil.

Yüksek plastisiteli killerin kalıcı kayma mukavemetine plastisitenin etkisi.

Structure alteration of a sandy-clay soil by biochar amendments.

Geotechnical Properties of Azara Soil as Base and Subbase Materials for Road Construction.

Impact of lignocellulosic and hemicellulosic biochar on soil moisture in low clay soils.

Impact of biochars on swell-shrinkage behavior, mechanical strength, and surface cracking of clayey soil.

Soil quality assessment of yellow clayey paddy soils with different productivity.

Compressive and Tensile Strength of Fibrous Clayey Soil Stabilized with Lime.

Evaluation of Uniformity of Soil Specimens Prepared in Large Tanks by Slurry Consolidation.

Improvement of Bearing Ratio of Clayey Subgrade Using Compacted Flyash Layer.

Stormwater management: methods for measuring near-surface infiltration capacity in clayey till.

Flow rule in a high-cycle accumulation model backed by cyclic test data of 22 sands.

The stabilization of clay soil using wood sawdust ash and its effect against unconfined compressive strength (UCS) value.

PROSPECCIÓN FITONEMATOLÓGICA EN VIÑEDOS DEL VALLE DE GUADALUPE, B.C. MÉXICO.

Experimental and numerical investigation of the effect of the urban heat island on slope stability.

Increased Bearing Capacity of Piles Driven In Clay.

A Methodology to Detect and Characterize Uplift Phenomena in Urban Areas Using Sentinel-1 Data.

Experience of inverse modeling for estimating hydraulic parameters of unsaturated soils.

Multiple approaches of determining coefficient of consolidation under radial drainage on δ-log t plot.

A new simplified method and its verification for calculation of consolidation settlement of a clayey soil with creep.

Undrained stiffness anisotropy from hollow cylinder experiments on four Eocene-to-Jurassic UK stiff clays.

Discussion of 'Large-strain elastic viscoplastic consolidation analysis of very soft clay layers with vertical drains under preloading'<sup>1</sup>.

Reply to the discussion by Grimstad et al. on 'Viscous behaviour of clays in one-dimensional compression'<sup>1</sup>.

Hydromechanical response of a bedded argillaceous rock formation to excavation and water injection<sup>1</sup>.

Discussion of 'Viscous behaviour of clays in one-dimensional compression'<sup>1</sup>.

Discussion of 'Test fill on soft plastic marine clay at Onsøy, Norway'<sup>1</sup>.

Reply to the discussion by Mesri and Wang on 'Test fill on soft plastic marine clay at Onsøy, Norway'<sup>1</sup>.

Canadian Geotechnical Journal - Editors' Choices 2014.

Reply to the discussion by Mesri and Wang on 'Large-strain elastic viscoplastic consolidation analysis of very soft clay layers with vertical drains under preloading'<sup>1</sup>.

In situ dynamic piezocone penetrometer tests in natural clayey soils - a reappraisal of strain-rate corrections.

Investigation into water retention behaviour of deformable soils.

Desiccation cracking behavior of polypropylene fiber-reinforced clayey soil.

Time-dependent behaviour of the Bearpaw Shale in oedometric loading and unloading.