Auswahl der wissenschaftlichen Literatur zum Thema „Granite soils“
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Zeitschriftenartikel zum Thema "Granite soils"
Owonubi, Ayodele. „Assessment of Chemical Properties of Soils Derived from Basement Complex Rocks of the Jos Plateau“. UMYU Scientifica 1, Nr. 2 (30.12.2022): 53–60. http://dx.doi.org/10.56919/usci.1222.007.
Der volle Inhalt der QuelleEltwati, Ahmed, Alaa Elkaseh, Fares Tarhuni und Saleh Ahmeed Buagela. „POTENTIAL OF GRANITE DUST TO IMPROVE THE ENGINEERING PROPERTIES OF SOFT SOILS FOR ROAD CONSTRUCTION“. Science Proceedings Series 2, Nr. 1 (25.04.2020): 55–61. http://dx.doi.org/10.31580/sps.v2i1.1254.
Der volle Inhalt der QuelleOrewere, Emmamoge, und Ayodele Owonubi. „Assessment of Micronutrient Status in Soils Derived from Three Parent Materials on the Jos Plateau, Nigeria“. UMYU Scientifica 1, Nr. 1 (30.09.2022): 84–90. http://dx.doi.org/10.56919/usci.1122.012.
Der volle Inhalt der QuelleOwonubi, Ayodele. „Pedogenic Forms of Iron in Soils Developed from Four Parent Materials“. JOURNAL OF TROPICAL SOILS 25, Nr. 1 (22.01.2020): 47. http://dx.doi.org/10.5400/jts.2020.v25i1.47-52.
Der volle Inhalt der QuelleAmulya, Gudla, Arif Ali Baig Moghal und Abdullah Almajed. „A State-of-the-Art Review on Suitability of Granite Dust as a Sustainable Additive for Geotechnical Applications“. Crystals 11, Nr. 12 (07.12.2021): 1526. http://dx.doi.org/10.3390/cryst11121526.
Der volle Inhalt der QuelleLavanya, Damaraju Lakshmi, Poorna Hanumanth Rao, B. Aishwarya und G. Priyanka. „A Study on Behaviour of Clayey and Silty Soils with Granite Dust“. IOP Conference Series: Earth and Environmental Science 1280, Nr. 1 (01.12.2023): 012039. http://dx.doi.org/10.1088/1755-1315/1280/1/012039.
Der volle Inhalt der QuelleTimofeeva, Yulya, und Elena Sukhacheva. „Mining production as a factor of transformation of soils and soil cover“. E3S Web of Conferences 265 (2021): 03011. http://dx.doi.org/10.1051/e3sconf/202126503011.
Der volle Inhalt der QuelleOwonubi, Ayodele. „Evaluation of Physical Characteristics of Soils Derived from Basement Complex Rocks of the Jos Plateau“. UMYU Scientifica 1, Nr. 2 (30.12.2022): 39–45. http://dx.doi.org/10.56919/usci.1222.005.
Der volle Inhalt der QuelleFilimonova, Elena, Natalia Lukina, Margarita Glazyrina, Galina Borisova, Tripti, Adarsh Kumar und Maria Maleva. „A comparative study of Epipactis atrorubens in two different forest communities of the Middle Urals, Russia“. Journal of Forestry Research 31, Nr. 6 (09.07.2019): 2111–20. http://dx.doi.org/10.1007/s11676-019-01010-y.
Der volle Inhalt der QuelleAsante, Samuel Yaw, Nanine Fouché und Augustine Lawer. „The collapsible nature of reworked residual granites in the Stellenbosch Municipality, South Africa“. Journal of the Ghana Institution of Engineering (JGhIE) 24, Nr. 1 (28.02.2024): 1–6. http://dx.doi.org/10.56049/jghie.v24i1.36.
Der volle Inhalt der QuelleDissertationen zum Thema "Granite soils"
Lee, In-Keun. „Mechanical behaviour of compacted decomposed granite soil“. Thesis, Online version, 1991. http://ethos.bl.uk/OrderDetails.do?did=1&uin=uk.bl.ethos.292710.
Der volle Inhalt der QuelleYan, Wai Man. „Experimental study and constitutive modelling of re-compacted completely decomposed granite /“. View Abstract or Full-Text, 2003. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202003%20YAN.
Der volle Inhalt der QuelleIncludes bibliographical references (leaves 168-177). Also available in electronic version. Access restricted to campus users.
Chan, Man Yiu. „The influence of wetting on the dynamic properties of completely decomposed granite in Hong Kong /“. View Abstract or Full-Text, 2002. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202002%20CHANM.
Der volle Inhalt der QuelleIncludes bibliographical references (leaves 131-136). Also available in electronic version. Access restricted to campus users.
To, Chiu-yin. „A unified elasto-plastic model for saturated loosely compacted completely decomposed granite“. Click to view the E-thesis via HKUTO, 2008. http://sunzi.lib.hku.hk/hkuto/record/b40203554.
Der volle Inhalt der QuelleMaribeng, Lebea. „The influence of parent material (granite and schist) on physical and chemical properties of soils on the Syferkuil Experimental Farm“. Thesis, University of Limpopo (Turfloop Campus), 2007. http://hdl.handle.net/10386/606.
Der volle Inhalt der QuelleThe influence of parent material on physical and chemical properties of soil was studied on granite and schist derived soils on the Syferkuil Experimental Farm, situated in the Mankweng area of the Limpopo Province of South Africa. A total of 49 samples of virgin soils were collected, where granite soils constituted 26 samples and schist soils 23. The study design that was used is cross-sectional. The samples were analysed for physical and chemical properties. The physical properties of granite and schist soils were determined as percentages coarse sand, percentages medium sand, percentages fine sand, percentages very fine sand, percentages silt and percentages clay, whilst the chemical properties were determined as concentrations (cmol (+) kg-1) of Na, Mg, Ca, K ,ESP, CEC and P (mg kg-1), as well as pH. Statistical analysis of the results was performed by application of the Unpaired Student’s T Test, with the level of significance at p<0.05. The results showed that soils derived from granite had significantly higher coarse and medium sand fractions than schist soils; whereas schist soils were significantly higher in fine sand, very fine sand, silt and clay. The concentrations of Na, Ca, ESP and P, as well as CEC and pH in schist derived soils were higher than in granite derived soils although the differences were insignificant. However, significant differences occurred in K and Mg concentrations where schist derived soils had higher concentrations than granite derived soils. However, the concentrations of nutrient elements were found to be insufficient for proper production in agriculture. The sodium concentration was found to be low enough to not lead to sodic soil conditions. It was concluded that both granite and schist soils can be used for agriculture but require careful management because both soils indicated poor nutritional status.
Gildenhuys, Nanine. „The occurrence and extent of collapse settlement in residual granite in the Stellenbosch area“. Thesis, Stellenbosch : University of Stellenbosch, 2010. http://hdl.handle.net/10019.1/5214.
Der volle Inhalt der QuelleENGLISH ABSTRACT: Large areas of the earth’s surface are covered by soils that are susceptible to large decreases in bulk volume when they become saturated. These soils are termed collapsing soils and are very common in parts of the USA, Asia, South America and Southern Africa. This study is concerned with the occurrence of these collapsible soils in the residual granites of the Stellenbosch area. The study was undertaken as relatively little is known about the collapse phenomenon in the problematic weathered granites of the Western Cape. The majority of research thus far has been carried out on the deep residual soils formed on basement-granite in the Transvaal areas, whereas little attention has been paid to the Cape granites. The aim of the study was achieved through the experimental work which included double oedometer testing, indicator analyses and shear strength testing. Double oedometer tests were performed to quantify the potential collapse settlement of the soils from the demarcated study area. To provide a better understanding of the collapse behaviour of the soils, indicator analysis, which included Atterberg limits and particle size distributions, were performed. Direct shear tests were further carried out on saturated and natural moisture content specimens to establish the effect of collapsibility on shear strength and whether substantial additional settlement of the saturated soils would occur during shear. It was found that collapsible soils are prevalent in the demarcated study area as the majority of soils showed a potential collapse settlement of 1% or more. Collapse exceeding 5% were calculated in a few instances proving some soils to be highly collapsible. The double oedometer and indicator analysis results were used in an attempt to obtain a relationship between collapse settlement and a combination of easily determined properties such as dry density (void ratio), moisture content and grading, but no meaningful conclusions have emerged. The shear strength tests indicated that a clear correlation does not exist between collapsibility and shear strength. It was further established that a relationship between collapse settlement determined during the double oedometer testing and the volume change during shear strength testing cannot be assumed. It can thus be concluded that soils can be very unpredictable and further research on the collapse phenomenon is indicated.
AFRIKAANSE OPSOMMING: Groot dele van die aarde se oppervlakte is bedek deur grondtipes wat geneig is tot ‘n afname in volume as dit deurweek word. Hierdie gronde word swigversakkende gronde genoem en dit word algemeen teëgekom in dele van die VSA, Asië, Suid-Amerika en Suider-Afrika. In hierdie studie word die voorkoms van swigversakkende gronde in die residuele graniet in die Stellenbosch area ondersoek. Die studie is onderneem aangesien relatief min i.v.m. die swigversakking-verskynsel in die problematiese verweerde graniet van die Weskaap bekend is. Die meeste van die navorsing sover is onderneem op die diep residuele gronde wat gevorm is op die Argaïese graniet in die Transvaal gebied, en betreklik min aandag is geskenk aan die Kaapse graniet. Tydens die studie is eksperimente wat dubbele oedometer toetse, indikator analises, en skuifsterkte toetse insluit, uitgevoer. Dubbele oedometer toetse is uitgevoer om die potensiële swigversakking van die grond in die afgebakende studiegebied te kwantifiseer. In ‘n poging om die swigversakking-verskynsel van die grond beter te verstaan, is indikator analises wat Atterberg grense en partikel grootte verspreiding insluit, uitgevoer. Direkte skuiftoetse is ook uitgevoer op deurweekte grondmonsters en op monsters wat natuurlike vog bevat, om sodoende die effek van swigversakking op skuifsterkte vas te stel en om uit te vind of aansienlike addisionele sakking van die deurweekte gronde tydens skuif plaasvind. Daar is gevind dat swigversakkende gronde die oorheersende grondtipe in die afgebakende studiegebied is waar meeste van die gronde ‘n potensiële swigversakking van meer as 1% toon. ‘n Swigversakking van meer as 5% is in ‘n paar gevalle bereken, wat bewys dat sommige grondtipes hoogs versakkend is. Die resultate van die dubbele oedometer en indikator analises is gebruik in ‘n poging om te bewys dat daar ‘n verhouding bestaan tussen swigversakking en ‘n kombinasie van kenmerke wat maklik vasgestel kan word soos droë digdheid (ruimte verhouding), voginhoud en gradering, maar daar kon nie tot ‘n sinvolle slotsom gekom word nie. Die skuifsterkte toetse toon dat daar nie ‘n duidelike korrelasie bestaan tussen swigversakking en skuifsterkte nie. Daar is verder vasgestel dat dit nie moontlik is om te aanvaar dat daar ‘n verhouding bestaan tussen swigversakking soos vasgestel tydens die dubbele oedometer toetsing, en die verandering in volume tydens skuifsterkte toetsing nie. Daar is dus tot die slotsom gekom dat grond baie onvoorspelbaar kan wees en dat verdere navorsing na die swigversakking-verskynsel nodig is.
To, Chiu-yin, und 杜昭彥. „A unified elasto-plastic model for saturated loosely compacted completely decomposed granite“. Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2008. http://hub.hku.hk/bib/B40203554.
Der volle Inhalt der QuelleAgenbach, G. „Experiments to modify grape juice potassium content and wine quality on granite derived soils near Paardeberg /“. Link to the online version, 2006. http://hdl.handle.net/10019/488.
Der volle Inhalt der QuelleAgenbach, G. „Experiments to modify grape juice potassium content and wine quality on granite derived soils near Paardenberg“. Thesis, Stellenbosch : University of Stellenbosch, 2006. http://hdl.handle.net/10019.1/3035.
Der volle Inhalt der QuelleHigh potassium content in grape juice and wine are associated with low quality red wine in warm wine producing countries. In an attempt to reduce the potassium content of juice, must and wine, a field experiment was laid out on the farms Meerlus and Kersfontein in the Paardeberg area near Wellington in 1998 on granite derived soils to investigate the effect of canopy management and fertiliser applications on berry K accumulation and wine quality. Four fertiliser applications, three canopy treatments and a MgSO4 foliar spray were studied. The three fertiliser treatments being: none (control), CaSO4, Ca(OH)2, and MgSO4 applications. The canopy treatments were: thin to two shoots per bearer, tip, vertical shoot positioning (VSP) and the removal of yellow leaves and lateral shoots (canopy 1), thin to three shoots per bearer, top after véraison and VSP (canopy 2) and VSP with top after véraison (canopy 3/control). Magnesium sulfate sprays were applied at véraison for two seasons (1999/00 and 2000/01). Seasonal effects produced the most significant differences in this experiment. Canopy treatments did not affect juice K concentration at harvest. Canopy 1 and 2 produced significantly lower wine pH values at Kersfontein. Fertiliser treatments had no effect on juice K concentration nor did it affect wine quality. Magnesium sulphate foliar sprays did not affect juice K concentration at harvest but significantly lowered juice and wine pH, improved wine colour density and total phenolic content. It appears for this experiment that soil K content before véraison, shoot growth at and after véraison and water stress after véraison were the main factors determining juice K concentration at harvest.
Shi, Liangyu. „Influence of artificial weak cementation on loose silty sand behavior /“. View abstract or full-text, 2004. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202004%20SHI.
Der volle Inhalt der QuelleIncludes bibliographical references (leaves 163-170). Also available in electronic version. Access restricted to campus users.
Bücher zum Thema "Granite soils"
Dougherty, Brian D. Soil survey of Granite County Area, Montana. [Washington, D.C.?]: Natural Resources Conservation Service, 2003.
Den vollen Inhalt der Quelle findenDougherty, Brian D. Soil survey of Granite County Area, Montana. [Washington, D.C.]: The Service, 2003.
Den vollen Inhalt der Quelle findenHarden, Jennifer W. Soils developed in granitic alluvium near Merced, California. [Reston, Va.?]: Dept. of the Interior, U.S. Geological Survey, 1987.
Den vollen Inhalt der Quelle findenIvo, Lucchitta, Coder Christopher, Geological Survey (U.S.) und Quaternary Geology Geomorphology Program (U.S.), Hrsg. Quaternary geology of the Granite Park area, Grand Canyon, Arizona: Aggradation-downcutting cycles, calibration of soils stages, and response of fluvial system to volcanic activity. [Menlo Park, CA]: U.S. Geological Survey, 1995.
Den vollen Inhalt der Quelle findenIvo, Lucchitta, und Geological Survey (U.S.), Hrsg. Quaternary geology of the Granite Park area, Grand Canyon, Arizona: Aggradation-downcutting cycles, calibration of soils stages, and response of fluvial system to volcanic activity. [Reston, Va.]: U.S. Dept. of the Interior, U.S. Geological Survey, 1995.
Den vollen Inhalt der Quelle findenTayfur, Gokmen. Evaluation of erosion potential of bare and vegetated cut/fill slopes of decomposed granite at Buckhorn Summit: Final report. Davis, CA: University of California, Dept. of Civil Engineering, 1995.
Den vollen Inhalt der Quelle finden1931-, Davies T. G., Hrsg. Community health, preventive medicine and social services. 6. Aufl. London: Baillière Tindall, 1993.
Den vollen Inhalt der Quelle findenFatchett, Anita. Nursing in the new NHS: Modern, dependable? Edinburgh: Baillière Tindall, 1998.
Den vollen Inhalt der Quelle finden1940-, Barr William, Moss Edward L und Arctic Institute of North America., Hrsg. Resurrecting Dr. Moss: The life and letters of a Royal Navy surgeon, Edward Lawton Moss MD, RN, 1843-1880. Calgary: University of Calgary Press, 2008.
Den vollen Inhalt der Quelle findenPeter, Smith, Hrsg. Measuring outcome in the public sector. London: Taylor & Francis, 1996.
Den vollen Inhalt der Quelle findenBuchteile zum Thema "Granite soils"
Sousa, J. Almeida e., A. S. Cardoso, M. Matos Fernandes und L. Ribeiro e. Sousa. „Behaviour of a shallow tunnel in granite residual soils“. In Applications of Computational Mechanics in Geotechnical Engineering, 243–53. London: Routledge, 2021. http://dx.doi.org/10.1201/9781315137568-10.
Der volle Inhalt der QuelleMakiuchi, K., T. Miyamori und S. Iwai. „Effects of particle breakage on mechanical characteristics of decomposed granite soils“. In Environmental Geotechnics and Problematic Soils and Rocks, 527–32. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003211051-50.
Der volle Inhalt der QuelleWang, Z. Y., J. M. Ling, Z. Y. Bian und L. Man. „Wetting deformation characteristics of granite residual soils and the micro-mechanism“. In Green and Intelligent Technologies for Sustainable and Smart Asphalt Pavements, 622–28. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003251125-100.
Der volle Inhalt der QuelleOnitsuka, K., und S. Yoshitake. „Influence of initial water content and soaking on compressibility and shear strength of decomposed granite soil“. In Environmental Geotechnics and Problematic Soils and Rocks, 545–53. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003211051-52.
Der volle Inhalt der QuelleLopes, Márcia Maria Salgado, Rita de Cássia Silva Sant’Ana Alvarenga, Leonardo Gonçalves Pedroti, Beatryz Cardoso Mendes, Fernando de Paula Cardoso und Afonso Rangel Garcez de Azevedo. „Comparison of Performance Between Granite Waste Pigments Based Paints and Soils Pigments Based Paints“. In The Minerals, Metals & Materials Series, 485–96. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-72484-3_51.
Der volle Inhalt der QuelleStephen, I. „A Study of Rock Weathering with Reference to the Soils of the Malvern Hills Part I. Weathering of Biotitite and Granite“. In Selected Papers in Soil Formation and Classification, 311–25. Madison, Wisconsin, USA: Soil Science Society of America, Inc., 2015. http://dx.doi.org/10.2136/sssaspecpub1.c25.
Der volle Inhalt der QuelleChen, Can, Wolfgang O. Eisenhut und Thanh Ngo. „Examination of the Ignition Oven Method Correction Factor for Hot Mix Asphalt with Granite Aggregates“. In New Developments in Soil Characterization and Soil Stability, 109–20. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-95756-2_11.
Der volle Inhalt der QuelleLee, Sangbeen, Jeongyoun Lee und Jongwon Jung. „Soil–Water Characteristic Curve Analysis of Weathered Granite Soil According to Fine Content“. In Lecture Notes in Civil Engineering, 1829–39. Singapore: Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-99-9722-0_124.
Der volle Inhalt der QuelleSato, Kazuo, und Takashi Wakamatsu. „Soil Solution Chemistry in Forests with Granite Bedrock in Japan“. In Acid rain 2000, 1001–6. Dordrecht: Springer Netherlands, 2001. http://dx.doi.org/10.1007/978-94-007-0810-5_14.
Der volle Inhalt der QuelleJotisankasa, Apiniti, Auckpath Sawangsuriya, Patipat Booncharoenpanich und Suttisak Soralump. „Influence of Kaolin Mixture on Unsaturated Shear Strength of Decomposed Granitic Silty Sand“. In Unsaturated Soils: Research and Applications, 385–90. Berlin, Heidelberg: Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-31116-1_52.
Der volle Inhalt der QuelleKonferenzberichte zum Thema "Granite soils"
Kong, Ling-wei, Hossain Md Sayem, Xian-wei Zhang und Song Yin. „Relationship between Electrical Resistivity and Matric Suction of Compacted Granite Residual Soil“. In Second Pan-American Conference on Unsaturated Soils. Reston, VA: American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481707.043.
Der volle Inhalt der QuellePeriyasamy, Dhamodharan, T. Gowtham, S. Vedhanarayanan und C. T. Sivakumar. „Experimental study on stabilization of clayey soils using granite dust“. In PROCEEDINGS OF INTERNATIONAL CONFERENCE ON ADVANCEMENTS IN CONSTRUCTION MATERIALS (ICACM2023). AIP Publishing, 2024. http://dx.doi.org/10.1063/5.0224968.
Der volle Inhalt der QuellePecapedra, Luana L., Orlando M. de Oliveira, Rafael A. dos R. Higashi und Fernando A. M. Marinho. „Comparative Analysis of Water Retention Curves of Residual Soils of Gneiss, Granite and Diabase, Compacted under Optimum Moisture Conditions“. In Second Pan-American Conference on Unsaturated Soils. Reston, VA: American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481707.038.
Der volle Inhalt der QuelleOda, Kazuhiro, Shin-ichi Ito und Keigo Koizumi. „Method on Identification of Infiltration Characteristics of Unsaturated Decomposed Granite Soils“. In Proceedings of the 7th International Symposium on Geotechnical Safety and Risk (ISGSR 2019). Singapore: Research Publishing Services, 2019. http://dx.doi.org/10.3850/978-981-11-2725-0-is7-5-cd.
Der volle Inhalt der QuelleAyadat, T. „Stabilization of a swelling soil using three different chemical additives“. In Advanced Topics in Mechanics of Materials, Structures and Construction. Materials Research Forum LLC, 2023. http://dx.doi.org/10.21741/9781644902592-51.
Der volle Inhalt der QuelleLiang, Han, Zhang Wengang, Wu Chongzhi und Goh ATC. „Variability of Mechanical and Physical Properties of Singapore Bukit Timah Granite Rocks and Residual Soils“. In Proceedings of the 6th International Symposium on Reliability Engineering and Risk Management. Singapore: Research Publishing Services, 2018. http://dx.doi.org/10.3850/978-981-11-2726-7_ctc304s2gdd07.
Der volle Inhalt der QuelleJu, YeoJin, Dugin Kaown, Kang-Kun Lee, Ji-Hun Ryu und Dong-Chan Koh. „high level of radioactivity in shallow granite aquifer: radiogenic He as a proxy of strong in-situ supply from residual soils“. In Goldschmidt2022. France: European Association of Geochemistry, 2022. http://dx.doi.org/10.46427/gold2022.9596.
Der volle Inhalt der QuelleLoganayagan, S. „Experimental Study on Practice of Cement Treated Subbase (CTSB) Layer in Flexible Pavement of National Highways in India“. In Sustainable Materials and Smart Practices. Materials Research Forum LLC, 2022. http://dx.doi.org/10.21741/9781644901953-5.
Der volle Inhalt der QuelleMartin, T., C. Trela, T. Kind, M. Gil und J. Wöstmann. „Detection of granite landmarks in soil with GPR“. In 2010 13th International Conference on Ground Penetrating Radar (GPR 2010). IEEE, 2010. http://dx.doi.org/10.1109/icgpr.2010.5550179.
Der volle Inhalt der QuelleJeong, Jinseob, Byungsun Kang, Kwangchan Lee und Jaehyouk Yang. „Shear Strength Properties of Decomposed Granite Soil in Korea“. In Eighth International Conference on Computing in Civil and Building Engineering (ICCCBE-VIII). Reston, VA: American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40513(279)191.
Der volle Inhalt der QuelleBerichte der Organisationen zum Thema "Granite soils"
Савосько, Василь Миколайович, Юлія Бєлик und Юрій Васильович Лихолат. Ecological and Geological Determination of the Initial Pedogenesis on Devastated Lands in the Kryvyi Rih Iron Mining & Metallurgical District (Ukraine). Journ. Geol. Geograph. Geoecology, 2019. http://dx.doi.org/10.31812/123456789/3643.
Der volle Inhalt der QuelleBorgman, Erin, und Jason Smith. Grant-Kohrs Ranch National Historic Site vegetation composition, structure, and soils: 2009–2019 status and trend. National Park Service, Mai 2022. http://dx.doi.org/10.36967/nrr-2293402.
Der volle Inhalt der QuelleEgbert Schwartz. Final Report for DOE grant no. DE-FG02-04ER63883: Can soil genomics predict the impact of precipitation on nitrous oxide flux from soil. Office of Scientific and Technical Information (OSTI), Dezember 2008. http://dx.doi.org/10.2172/944079.
Der volle Inhalt der QuelleRawinski, John J., und Deborah S. Page-Dumroese. Soil compaction monitoring of the Pool Timber Sale, Rio Grande National Forest, Colorado, 16 years after logging. Ft. Collins, CO: U.S. Department of Agriculture, Forest Service, Rocky Mountain Research Station, 2008. http://dx.doi.org/10.2737/rmrs-gtr-215.
Der volle Inhalt der QuelleFresquez, P. R., W. R. Velasquez und L. Jr Naranjo. Effects of the Cerro Grande Fire (Smoke and Fallout Ash) on Soil Chemical Properties Within and Around Los Alamos National Laboratory. Office of Scientific and Technical Information (OSTI), November 2000. http://dx.doi.org/10.2172/775835.
Der volle Inhalt der QuelleRobock, Alan. Final report, DOE grant DE-FG02-93ER61691.A000. Validation of soil moisture in GCMs--AMIP diagnostic subproject 11, September 1, 1993 - August 31, 1998. Office of Scientific and Technical Information (OSTI), Mai 1999. http://dx.doi.org/10.2172/765962.
Der volle Inhalt der QuelleWalker, David, und Jeffrey Renfrow. Toxicological reconnaissance of Arsenal? use along the Rio Grande River through Big Bend National Park: Final report. National Park Service, 2024. http://dx.doi.org/10.36967/2302769.
Der volle Inhalt der QuelleJones, Scott B., Shmuel P. Friedman und Gregory Communar. Novel streaming potential and thermal sensor techniques for monitoring water and nutrient fluxes in the vadose zone. United States Department of Agriculture, Januar 2011. http://dx.doi.org/10.32747/2011.7597910.bard.
Der volle Inhalt der QuelleLøvschal, Mette, Havananda Ombashi, Marianne Høyem Andreasen, Bo Ejstrud, Renée Enevikd, Astrid Jensen, Mette Klingenberg, Søren Munch Kristiansen und Nina Helt Nielsen. The Protected Burial Mound ‘Store Vejlhøj’, Vinderup, Denmark: First Results. Det Kgl. Bibliotek, 2023. http://dx.doi.org/10.7146/aulsps-e.479.
Der volle Inhalt der QuelleCohen, Roni, Kevin Crosby, Menahem Edelstein, John Jifon, Beny Aloni, Nurit Katzir, Haim Nerson und Daniel Leskovar. Grafting as a strategy for disease and stress management in muskmelon production. United States Department of Agriculture, Januar 2004. http://dx.doi.org/10.32747/2004.7613874.bard.
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