地盤調査法 土壌水分計設置|5．土壌水分関係調査 : warehouse 観観測測地地点点(K-2) 写真-2 観測地点状況 深度0.2m 深度0.5m 深度1.0m 写真-3 計器埋設状況 2.調査地概要 調査地は,北九州市若松区藤木に位置する標高が130m前後であり,南向きに15° . webSpartacus: Blood and Sand (Brasil: Spartacus: Sangue e Areia [1] no DVD e Spartacus: Viva o Pecado [2] no FX Brasil / Portugal: Spartacus: Sangue e Arena [3]) é uma série da Starz (produtora de Party Down) estreado em janeiro de 2010.No Brasil, é exibida pelo canal Globosat HD, na TV paga, e pela TV Record, na TV aberta, desde 5 de janeiro de .
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現地圃場における土壌水分観測について思うこと
土壌の誘電特性に基づき、土中に金属棒（プローブ）の付いたセンサを設置し、土壌水分量を 測定する方法が誘電率水分計法である。土壌の誘電特性の測定原理の違いによる各種誘電率水 .観観測測地地点点(K-2) 写真-2 観測地点状況 深度0.2m 深度0.5m 深度1.0m 写真-3 計器埋設状況 2.調査地概要 調査地は,北九州市若松区藤木に位置する標高が130m前後であり,南向きに15° .
概要. 土壌水分を表わす主な指標には,体積含水率θ[m3m–3]とマトリックポテンシャルΨ[Pa]がある。. 前者は,土壌全体積のうち水分が占める体積の割合を示し,土壌水の不飽和拡散係数を求 .
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表1 土壌水分の測定 近年、電磁波を使った誘電率測定に基づき土壌水分量を測定する、新しい土壌水分測定 法が普及してきました。tdr法とキャパシタンス法です。これらの方法による土 .土壌水分量を測定する最も確実な方法は、実際に土を採取して重さを測定し、105~110 °Cのオーブンで重さが変わらなくなるまで、通常1~2日程度乾燥させた後の重さを測定することで .土壌水分センサの設置. 畑地灌漑における計画用水量の決定法は,農林水産省が制定する基準書および技術書に記載されているが,社会情勢の変化や科学技術の進歩を反映して適宜改定され .センサー設置概要 本調査では、植物根系が地盤内の雨水浸透に及ぼす 影響について確認を行うため、植物根系の近傍と根系 未侵入箇所の2 箇所に土壌水分センサー（センサー： Delta-T .
土壌水分の測定と表示 (1) 土壌水分の測定 （略） ア．採土法. ほ場の土壌を直接採取（採土）して、水分変化のないように実験室に持ち帰り、 100 ～110℃で一定質量になる まで乾燥させ .★地盤調査の方法と解説の各担当編の目次の作成 ★各担当編のおおよそのページ数 ★現段階でのメンバー表（本日の議論を受けて、増員があれば検討願います）
要 旨. 昨今,圃場における水管理の省力化や作物の高品質化等のため,土壌の水分状態を監視して作物に灌水するシステムの導入が検討されている.このシステムの導入を検討する上で,どの位 .US6816435B2 US10/239,841 US23984102A US6816435B2 US 6816435 B2 US6816435 B2 US 6816435B2 US 23984102 A US23984102 A US 23984102A US 6816435 B2 US6816435 B2 US 6816435B2 Authority US United States Prior art keywords overscore events arrival time drill bit drill Prior art date 2000-04-04 Legal status (The legal status is an assumption and is not a .
PROBLEM TO BE SOLVED: To provide an improvement method of a soil material and a soil improvement material for allowing the transportation of a soft soil material of a high moisture content without using a cement-based solidification material.SOLUTION: A crushed bamboo material is mixed for 270[kg/cm] or more to the soil material containing moisture equal to or .EP1268977B1 EP01918127A EP01918127A EP1268977B1 EP 1268977 B1 EP1268977 B1 EP 1268977B1 EP 01918127 A EP01918127 A EP 01918127A EP 01918127 A EP01918127 A EP 01918127A EP 1268977 B1 EP1268977 B1 EP 1268977B1 Authority EP European Patent Office Prior art keywords events arrival time drill bit drill sum Prior art date 2000-04-04 Legal status .EP1268977B1 EP01918127A EP01918127A EP1268977B1 EP 1268977 B1 EP1268977 B1 EP 1268977B1 EP 01918127 A EP01918127 A EP 01918127A EP 01918127 A EP01918127 A EP 01918127A EP 1268977 B1 EP1268977 B1 EP 1268977B1 Authority EP European Patent Office Prior art keywords events arrival time drill bit sum drill Prior art date 2000-04-04 Legal status .JP5717126B2 JP2010250119A JP2010250119A JP5717126B2 JP 5717126 B2 JP5717126 B2 JP 5717126B2 JP 2010250119 A JP2010250119 A JP 2010250119A JP 2010250119 A JP2010250119 A JP 2010250119A JP 5717126 B2 JP5717126 B2 JP 5717126B2 Authority JP Japan Prior art keywords soil bamboo water content soil material improving Prior art date 2010-11-08 Legal .
US6816435B2 US10/239,841 US23984102A US6816435B2 US 6816435 B2 US6816435 B2 US 6816435B2 US 23984102 A US23984102 A US 23984102A US 6816435 B2 US6816435 B2 US 6816435B2 Authority US United States Prior art keywords overscore events arrival time drill bit drill Prior art date 2000-04-04 Legal status (The legal status is an assumption and is not a .PROBLEM TO BE SOLVED: To precisely judge the ground support force without utilizing a high test technique, reduce the test cost, and evaluate the ground in a short time by using a loading device and a reference displacement measuring instrument. SOLUTION: A reference displacement measuring instrument has a set needle 1 vertically movable along a scale plate .
US6816435B2 US10/239,841 US23984102A US6816435B2 US 6816435 B2 US6816435 B2 US 6816435B2 US 23984102 A US23984102 A US 23984102A US 6816435 B2 US6816435 B2 US 6816435B2 Authority US United States Prior art keywords overscore events arrival time drill bit drill Prior art date 2000-04-04 Legal status (The legal status is an assumption and is not a .
PROBLEM TO BE SOLVED: To provide an original position test device which can be mounted on a vehicle or the like to simultaneously obtain loading weight and shearing force at multiple points.SOLUTION: An original position measuring device includes a shearing member 16, a loading member 13, a first shaft body 11 for attaching the loading member 13, a second shaft .
PROBLEM TO BE SOLVED: To precisely discriminate respective strata (clay, silt, sand, gravel and others) of a ground uninvestigated point. SOLUTION: A factor ai to respective explanation variables is formed, by performing a multiple regression analysis for a plurality of equations, by forming the plurality of equations on the same stratum, by imparting the same objective .Références mentionnées dans 'Optimality Criteria For Borehole Location Design In The Estimation Of Pile Tip Levels'.References listed in 'Optimality Criteria For Borehole Location Design In The Estimation Of Pile Tip Levels'.Références mentionnées dans 'Relationships Between Vane Shear Strength And Water Content For Ultra Soft Clay Grounds Showing Water Content Decrease With Depth'.
Literaturhinweise aus 'Optimality Criteria For Borehole Location Design In The Estimation Of Pile Tip Levels'.
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地盤調査法 土壌水分計設置|5．土壌水分関係調査