JPH0718818B2 - Method of judging degree of compaction of compaction member - Google Patents

Method of judging degree of compaction of compaction member

Info

Publication number
JPH0718818B2
JPH0718818B2 JP63230099A JP23009988A JPH0718818B2 JP H0718818 B2 JPH0718818 B2 JP H0718818B2 JP 63230099 A JP63230099 A JP 63230099A JP 23009988 A JP23009988 A JP 23009988A JP H0718818 B2 JPH0718818 B2 JP H0718818B2
Authority
JP
Japan
Prior art keywords
compaction
receiver
transmitter
degree
water content
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP63230099A
Other languages
Japanese (ja)
Other versions
JPH0278939A (en
Inventor
司 橋本
利博 奥村
知海 山田
幸司 多田
忠 樋口
徹 谷口
雅弘 中川
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Toda Corp
Original Assignee
Toda Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Toda Corp filed Critical Toda Corp
Priority to JP63230099A priority Critical patent/JPH0718818B2/en
Publication of JPH0278939A publication Critical patent/JPH0278939A/en
Publication of JPH0718818B2 publication Critical patent/JPH0718818B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は盛土材、路床材、路盤材、アスファルト舗装
材、砕石材等の締固め部材の締固め度判定方法に関する
もので、特に締固め部材の含水量を非破壊検査によって
測定し、その結果から締固め度を判定するものである。
TECHNICAL FIELD The present invention relates to a method for determining the degree of compaction of compacting members such as embankment material, roadbed material, roadbed material, asphalt pavement material, and crushed stone material. The water content of the compaction member is measured by nondestructive inspection, and the compaction degree is determined from the result.

(従来の技術) 盛土、フィルダム、アースダムの人工的に転圧する構造
物の締固め管理は施工管理上、非常に重要である。
(Prior Art) Compaction management of artificially compacted structures such as embankments, fill dams, and earth dams is very important for construction management.

従来、これらの締固めは選定された締固め部材に適した
締固め工法により行われ、その締固め度は外見からは判
断できないため砂置換法、RI(ラジオアイソトープ)
法、CBR(california bearing ratio)法等により判定
されていた。
Conventionally, these compactions have been performed by the compaction method suitable for the selected compaction member, and the degree of compaction cannot be judged from the appearance, so the sand replacement method, RI (radioisotope)
Method, CBR (california bearing ratio) method, etc.

上記砂置換法は、地盤に穿った穴の体積を砂によって置
換し、土の体積を間接的に測って地盤の密度を判定する
方法である。
The sand replacement method is a method of replacing the volume of a hole drilled in the ground with sand and indirectly measuring the volume of soil to determine the density of the ground.

また、RI法はガンマ線が土の中を浸透する際に土粒子中
に吸収される割合が土の密度と一定の関係にあるという
原理を利用した判定法である。
In addition, the RI method is a judgment method that utilizes the principle that the rate of absorption in the soil particles when the gamma rays penetrate the soil has a certain relationship with the soil density.

さらに、CBR法は直径5cmの貫入棒を0.25cm貫入する時の
荷重を1,370kgで割って百分率で表し、土の締固め度を
判定する方法である。
Furthermore, the CBR method is a method for judging the compaction degree of soil by dividing the load when a piercing rod with a diameter of 5 cm penetrates 0.25 cm by 1,370 kg and expressing it as a percentage.

しかしながら、上記のような判定方法はいずれも、多く
の時間と手間を要するばかりでなく、判定点数を多くと
れず、しかも判定方法が非連続的であるため全体を均一
かつ正確に判定することができないという問題点があっ
た。
However, all of the above determination methods not only require a lot of time and effort, but also cannot obtain a large number of determination points, and the determination method is discontinuous, so that the entire determination can be made uniformly and accurately. There was a problem that it could not be done.

そこで、これらの問題点を解決するために実開昭63−13
8241号公報の発明が開発された。
Therefore, in order to solve these problems, the actual exploitation 63-13
The invention of 8241 was developed.

これは、基盤上に敷均して締固めバラ物質の上面から発
射した電磁波を、該基盤との境界面で反射させ、該反射
した電磁波を受信することによりバラ物質の締固めによ
る変化を計測してバラ物質の締固め度の判定をするもの
である。
This is to measure the change due to the compaction of the bulk material by reflecting the electromagnetic wave emitted from the upper surface of the bulk material by laying it on the base material and compacting it and receiving the reflected electromagnetic wave. Then, the degree of compaction of the loose substance is determined.

(発明が解決しようとする課題) しかしながら、上記のような判定方法は、反射波を利用
して締固め度を判定するため明確な境界面を必要とする
ばかりでなく、電波の伝播路長がわかっていなければな
らない。即ち、判定箇所における締固め層厚を別途の方
法で判定しなければならないため2重の手間と時間を必
要とした。
(Problems to be Solved by the Invention) However, the determination method as described above requires not only a clear boundary surface to determine the degree of compaction using reflected waves, but also the propagation path length of radio waves I have to understand. That is, since the compaction layer thickness at the determination location must be determined by a separate method, double labor and time are required.

本発明は、上記問題に鑑みてなされたものであり、その
目的は締固め部材の締固め度を判定するための明確な境
界面および別途の判定方法を必要としない締固め部材の
締固め度判定方法を提供するものである。
The present invention has been made in view of the above problems, and an object thereof is a clear boundary surface for determining the compaction degree of a compaction member and a compaction degree of a compaction member that does not require a separate determination method. A determination method is provided.

(課題を解決するための手段) 以上の課題を達成するための本発明の締固め部材の締固
め度判定方法は、電磁波を発信するダイポールアンテナ
がシールドカバーで被覆された発信器と、それを受信す
るダイポールアンテナがシールドカバーで被覆された受
信器と、これら発信器及び受信器を制御する制御器と、
受信器からの信号を表示する表示器とにより測定装置を
構成し、該測定装置における発信器と受信器とをそれぞ
れ締固め部材の表面上に適宜間隔をもって設置して発信
器から所定の間隔で電磁波を締固め部材中へ発信すると
ともに、これら電磁波における締固め部材の表層部を通
過する表面伝播波を受信器で受信し、該受信した表面伝
播波の減衰によって締固め部材の含水量を測定し、予め
設定された含水量と締固め度とのデータに基づいて、前
記含水量の測定結果から締固め度を判定することを特徴
とする構成にし、前記発信器と受信器とは適宜間隔をも
った状態で締固め部材の表面上を移動させながら発信器
から所定の間隔で電磁波を締固め部材中へ発信すること
を特徴とする構成にすることである。
(Means for Solving the Problem) A method for determining the degree of compaction of a compacting member of the present invention for achieving the above object is a transmitter in which a dipole antenna for transmitting an electromagnetic wave is covered with a shield cover, and A receiver whose receiving dipole antenna is covered with a shield cover, and a controller which controls these transmitter and receiver,
A measuring device is constituted by a display device which displays a signal from the receiver, and the transmitter and the receiver in the measuring device are respectively installed on the surface of the compacting member at appropriate intervals and at a predetermined interval from the transmitter. While transmitting electromagnetic waves into the compaction member, the receiver receives surface propagation waves that pass through the surface layer of the compaction member in these electromagnetic waves, and measures the water content of the compaction member by attenuating the received surface propagation waves. However, based on the data of the water content and the degree of compaction set in advance, the configuration is characterized in that the degree of compaction is determined from the measurement result of the water content, and the transmitter and the receiver are appropriately spaced. The electromagnetic wave is emitted from the transmitter into the compacting member at a predetermined interval while moving on the surface of the compacting member in the state of having the above.

(作用) 而して上記判定方法によれば、締固められた締固め部材
の上面に発信器と受信器とをそれぞれ設置する。
(Operation) Therefore, according to the above determination method, the transmitter and the receiver are respectively installed on the upper surface of the compacted compacting member.

そして、発信器から所定の間隔で発信された電磁波を、
締固め部材の表層部を伝播する表面伝播波として受信器
で受信する。
Then, the electromagnetic waves emitted from the transmitter at a predetermined interval are
It is received by the receiver as a surface propagating wave propagating through the surface layer of the compacting member.

該受信器で受信された表面伝播波は、締固め部材の表層
部を伝播する際に締固め部材中の水分及び空気により減
衰するため、その減衰された表面伝播波の電圧または伝
播時間を測定することにより締固め部材の含水量を測定
する。
The surface propagating wave received by the receiver is attenuated by moisture and air in the compacting member when propagating through the surface layer of the compacting member. Therefore, the voltage or propagation time of the attenuated surface propagating wave is measured. To measure the water content of the compaction member.

一方、締固め部材の密度は、固有の比重値を有し、含水
量及び飽和度の関数として表されるから、予め含水量と
密度との関係が飽和度をパラメータとして設定すること
ができる。
On the other hand, the density of the compaction member has a specific gravity value and is expressed as a function of the water content and the saturation, so that the relationship between the water content and the density can be set in advance using the saturation as a parameter.

したがって、この関係に基づいて前記含水量の測定結果
から締固め部材の締固め度を容易に判定することができ
る。
Therefore, the compaction degree of the compaction member can be easily determined from the measurement result of the water content based on this relationship.

また、発信器のダイポールアンテナと、受信器のダイポ
ールアンテナとをシールドカバーで被覆したことによ
り、電磁波が前方にだけ発信されて背面側に漏れないよ
うにすることができると共に、受信器においては発信器
から発信した電磁波のみを受信する。
Also, by covering the dipole antenna of the transmitter and the dipole antenna of the receiver with a shield cover, it is possible to prevent electromagnetic waves from being transmitted only forward and not leaking to the back side, and at the receiver. Receives only the electromagnetic waves emitted from the vessel.

また、前記発信器及び受信器を搭載した走行台車で締固
め部材の表面上を移動させることにより、測定回数を多
くし、かつ任意の調査位置での測定が可能になる。
Further, by moving the compaction member on the surface of the traveling carriage equipped with the transmitter and the receiver, it is possible to increase the number of times of measurement and perform measurement at an arbitrary survey position.

さらに、表面電播波を利用するので、明確な層境界がな
くても測定を可能にする。
Furthermore, since surface electroplating is used, measurement is possible without a clear layer boundary.

(実施例) 以下本発明の締固め部材の締固め度判定方法の一実施例
を図面に基づいて説明する。
(Embodiment) An embodiment of the method for determining the degree of compaction of the compacting member of the present invention will be described below with reference to the drawings.

第2図は50Vppの電圧、1GHzの周波数で発信し、17cm×1
4cmの送信及び受信アンテナを35cm間隔で設定したとき
の電磁波が砂供試体中を伝播して受信された表面伝播波
の電圧値と水分量とをプロットしたものである。これに
よると、気乾から飽和に至る過程で水分量の増加ととも
に表面伝播波が減衰されて小さくなっていく傾向が明ら
かである。
Figure 2 shows a voltage of 50Vpp and a frequency of 1GHz, 17cm x 1
It is a plot of the voltage value and the water content of the surface propagating wave that the electromagnetic wave propagates through the sand sample and is received when the 4 cm transmitting and receiving antennas are set at 35 cm intervals. According to this, it is clear that the surface propagation waves tend to be attenuated and become smaller as the amount of water increases in the process from air-drying to saturation.

そこで、本発明の締固め部材の締固め度判定方法は、表
面伝播波が含水量に比例して減衰することを利用して、
締固められた締固め部材中の含水量を判定し、それに基
づいて締固め部材の密度を演算してその締固め度を判定
しようとするものであり、第1図に示すような測定装置
Aにより判定する。
Therefore, the method for determining the degree of compaction of the compaction member of the present invention utilizes that the surface propagation wave is attenuated in proportion to the water content,
The water content in the compacted compacting member is determined, and the density of the compacting member is calculated based on the moisture content to determine the compaction degree. The measuring device A as shown in FIG. Determined by

該測定装置Aは発信器1と、受信器2と、これら発信器
1及び受信器2を制御する制御器3と、発信器1からの
信号を表示する表示器4とにより構成されている。
The measuring apparatus A is composed of a transmitter 1, a receiver 2, a controller 3 for controlling the transmitter 1 and the receiver 2, and a display 4 for displaying a signal from the transmitter 1.

発信器1はパルス幅が例えば1nsec程度のごく短いパル
ス状の電力を発生するパルサ5と、このパルサ5から出
力されるパルス状の電力により、パルス状の電磁波を発
信するダイポールアンテナ6aと、ダイポールアンテナ6a
にパルス状の電力を与えるバラン5aと、ダイポールアン
テナ6aの背面側をシールドし、電磁波がダイポールアン
テナ6aの背面側に漏れないようにシールドするシールド
カバー7aとによって構成されている。
The oscillator 1 includes a pulsar 5 that generates a pulsed electric power having a very short pulse width of, for example, 1 nsec, a dipole antenna 6a that emits a pulsed electromagnetic wave by the pulsed electric power output from the pulsar 5, and a dipole. Antenna 6a
It is composed of a balun 5a for giving pulsed electric power to the antenna, and a shield cover 7a for shielding the back side of the dipole antenna 6a and shielding electromagnetic waves from leaking to the back side of the dipole antenna 6a.

受信器2は前記と同様にダイポールアンテナ6bと、バラ
ン5bと、シールドカバー7bと、高周波増幅器8と、該高
周波増幅器8の利得を制御する利得制御回路9によって
構成されている。また発信器1と受信器2には信号の授
受を行い表示器4にその受信信号を送り込む制御器3が
連結されている。
The receiver 2 is composed of a dipole antenna 6b, a balun 5b, a shield cover 7b, a high frequency amplifier 8 and a gain control circuit 9 for controlling the gain of the high frequency amplifier 8 as described above. A controller 3 is connected to the transmitter 1 and the receiver 2 to send and receive signals and send the received signals to the display 4.

発信器1のダイポールアンテナ6aの背面に取り付けたシ
ールドカバー7aはダイポールアンテナ6aから発信された
電磁波が前方にだけ発信され、背面側に漏れないように
シールドし、空気中を伝わって受信器2に電磁波が伝播
しないようにすることを目的としてもうけられる。その
ため材質はより高いシールド効果が得られるフェライト
が用いられる。
The shield cover 7a attached to the rear surface of the dipole antenna 6a of the transmitter 1 shields the electromagnetic wave emitted from the dipole antenna 6a from only the front side so as not to leak to the rear side and propagates in the air to the receiver 2 It is made for the purpose of preventing the propagation of electromagnetic waves. Therefore, ferrite is used as the material because it can provide a higher shielding effect.

また受信器2側のダイポールアンテナ6bにもシールドカ
バー7bを被覆している。
The dipole antenna 6b on the receiver 2 side is also covered with a shield cover 7b.

このシールドカバー7bはダイポールアンテナ6aが発信器
1から発信した電磁波だけを受信するようにダイポール
アンテナ6aの背面側をシールドすることが目的とされ、
発信器1と同様にフェライト製のシールドカバー7bが用
いられる。
This shield cover 7b is intended to shield the rear side of the dipole antenna 6a so that the dipole antenna 6a receives only the electromagnetic wave emitted from the transmitter 1.
Like the oscillator 1, a ferrite shield cover 7b is used.

受信器2に設けられた高周波増幅器8は利得制御回路9
によって電磁波の発信周期と同期して利得が制御され
る。
The high frequency amplifier 8 provided in the receiver 2 is a gain control circuit 9
The gain is controlled in synchronization with the transmission cycle of electromagnetic waves.

高周波増幅器8で増幅した受信信号は制御器3を通じて
表示器4にうけられて表示されるものである。
The received signal amplified by the high frequency amplifier 8 is received by the display device 4 through the controller 3 and displayed.

次に、該測定装置Aを使用して締固められた締固め部材
mの水分量を判定する方法について説明する。
Next, a method of determining the water content of the compacted compacting member m using the measuring device A will be described.

前記締固め部材mは盛土材、路床材、路盤材、アスファ
ルト舗装材、砕石材等であるが、ここにおいては盛土材
m1を用いて締固めたものとする。
The compaction member m is embankment material, roadbed material, roadbed material, asphalt pavement material, crushed stone material, etc.
It shall be compacted using m1.

そして、この盛土材m1を用いて突固め試験等を予め行っ
て管理値を定めておく。即ち、含水量と密度及び締固め
度との関係を設定しておく。
Then, using this embankment material m1, a tamping test or the like is performed in advance to set a control value. That is, the relationship between the water content and the density and compaction degree is set.

実際の施工にあたっては、第1図に示すように発信器1
と受信器2とを締固めた盛土材m1の表面上に設置する。
In the actual construction, as shown in Fig. 1, the transmitter 1
And receiver 2 are installed on the surface of the compacted embankment material m1.

この発信器1と受信器2との間隔は、使用する周波数
(350MHz〜1GHz)と測定対象深さに応じて25cm〜2mの範
囲で適切に設定され、これにより表面伝播波の伝播路長
が決められる。
The distance between the transmitter 1 and the receiver 2 is appropriately set within the range of 25 cm to 2 m according to the frequency used (350 MHz to 1 GHz) and the depth to be measured, and the propagation path length of the surface propagation wave is thereby set. Can be decided

そして発信器1からパルス状の電磁波を締め固められた
盛土材m1中に発信させると同時に、受信器2を作動させ
て電磁波のうち盛土材m1の表層部を伝播する表面伝播波
を受信できるように、高周波増幅器8に利得をもたせる
ように制御する。
Then, at the same time as transmitting pulsed electromagnetic waves from the transmitter 1 into the compacted embankment material m1, the receiver 2 is activated so that surface propagation waves propagating in the surface layer portion of the embankment material m1 of the electromagnetic waves can be received. First, the high frequency amplifier 8 is controlled so as to have a gain.

この盛土材m1の表層部を伝播した表面伝播波は、該盛土
材m1中に含まれる水分量に比例して減衰した状態で受信
器2に受信され、制御器3を通じて表示器4に表示され
る。
The surface propagation wave propagating through the surface layer of the embankment material m1 is received by the receiver 2 in a state of being attenuated in proportion to the amount of water contained in the embankment material m1 and displayed on the display device 4 through the controller 3. It

そしてその表面伝播波の電圧を、第2図と同様な盛土材
m1の容積含水率に対して表面伝播波の電圧価をグラフで
表したものにより含水率を判定して表示する。
Then, the voltage of the surface propagating wave is set to be the same as the embankment material shown in FIG.
The water content is judged and displayed by a graph showing the voltage value of the surface propagation wave against the volume water content of m1.

そしてこれらの含水量の測定結果から、予め設定された
含水量と締固め度とのデータに基づいて、締固め度を判
定する。
Then, the compaction degree is determined from the measurement results of these water contents based on the preset data of the moisture content and the compaction degree.

(発明の効果) 本発明は以上の様な構成にしたことにより下記の効果を
有する。
(Effects of the Invention) The present invention has the following effects by having the above-mentioned configuration.

非破壊かつ自動判定が可能であるので広範囲の判定
が可能となるとともに、全体的な密度のばらつきも把持
することができ、合理的な締固め管理を行うことができ
る。
Since non-destructive and automatic determination is possible, it is possible to make a wide range of determination, and it is also possible to grasp overall density variations and to perform rational compaction management.

締固め部材の締固め度を非破壊による方法で判定す
るため、構造物を傷つけずに判定することができる。
Since the degree of compaction of the compaction member is determined by a non-destructive method, the degree of compaction can be determined without damaging the structure.

電磁波の表面電播波を用いることにより、締固め部
材の明確な層境界面がなくても、含水量を測定すること
ができ、発信器と受信器との間隔を適切に設定すること
により、所望の深さにおける含水量を測定することがで
きる。
By using surface electroplating of electromagnetic waves, it is possible to measure the water content even without a clear layer boundary surface of the compaction member, and by appropriately setting the interval between the transmitter and the receiver, The water content at the desired depth can be measured.

発信器のダイポールアンテナと、受信器のダイポー
ルアンテナとをシールドカバーで被覆したことにより、
電磁波が前方にだけ発信されて背面側に漏れないように
することができると共に、受信器においては発信器から
発信した電磁波だけを受信することができる。
By covering the dipole antenna of the transmitter and the dipole antenna of the receiver with a shield cover,
It is possible to prevent the electromagnetic wave from being emitted only forward and not leak to the back side, and the receiver can receive only the electromagnetic wave emitted from the transmitter.

【図面の簡単な説明】[Brief description of drawings]

第1図は本発明の水分量測定装置の使用状態を示すブロ
ック図、第2図は砂の容積含水率に対して表面伝播波の
値を示したプロット図である。 A:測定装置、1:発信器 2:受信器、3:制御器 4:表示器、m:締固め部材 m1:盛土材
FIG. 1 is a block diagram showing a usage state of the moisture content measuring apparatus of the present invention, and FIG. 2 is a plot diagram showing values of surface propagation waves with respect to volumetric water content of sand. A: Measuring device, 1: Transmitter 2: Receiver, 3: Controller 4: Display, m: Compaction member m1: Fill material

───────────────────────────────────────────────────── フロントページの続き (72)発明者 谷口 徹 東京都大田区南蒲田1―1―20 (72)発明者 中川 雅弘 埼玉県川口市芝西1―13―6 (56)参考文献 特開 平2−52243(JP,A) 特開 昭63−138243(JP,A) ─────────────────────────────────────────────────── --- Continuation of the front page (72) Inventor Toru Taniguchi 1-1-20 Minami-Kamata, Ota-ku, Tokyo (72) Inventor Masahiro Nakagawa 1-1-13-6 Shibanishi, Kawaguchi City, Saitama Prefecture (56) References Flat 2-52243 (JP, A) JP-A-63-138243 (JP, A)

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】電磁波を発信するダイポールアンテナがシ
ールドカバーで被覆された発信器と、それを受信するダ
イポールアンテナがシールドカバーで被覆された受信器
と、これら発信器及び受信器を制御する制御器と、受信
器からの信号を表示する表示器とにより測定装置を構成
し、該測定装置における発信器と受信器とをそれぞれ締
固め部材の表面上に適宜間隔をもって設置して発信器か
ら所定の間隔で電磁波を締固め部材中へ発信するととも
に、これら電磁波における締固め部材の表層部を通過す
る表面伝播波を受信器で受信し、該受信した表面伝播波
の減衰によって締固め部材の含水量を測定し、予め設定
された含水量と締固め度とのデータに基づいて、前記含
水量の測定結果から締固め度を判定することを特徴とす
る締固め部材の締固め度判定方法。
1. A transmitter in which a dipole antenna for transmitting electromagnetic waves is covered with a shield cover, a receiver in which the dipole antenna for receiving the electromagnetic waves is covered with a shield cover, and a controller for controlling these transmitters and receivers. And a display device for displaying a signal from the receiver, which constitutes a measuring device, and the transmitter and the receiver in the measuring device are respectively installed on the surface of the compacting member at an appropriate interval so that a predetermined distance from the transmitter is obtained. The electromagnetic waves are transmitted to the compaction member at intervals, and the surface propagation waves of the electromagnetic waves that pass through the surface layer of the compaction member are received by the receiver, and the water content of the compaction member is reduced by the attenuation of the received surface propagation waves. The compaction degree of the compaction member is characterized by determining the compaction degree from the measurement result of the water content based on the data of the preset water content and the compaction degree. Because the degree of determination method.
【請求項2】前記発信器と受信器とは適宜間隔をもった
状態で締固め部材の表面上を移動させながら発信器から
所定の間隔で電磁波を締固め部材中へ発信することを特
徴とする請求項1に記載の締固め部材の締固め度判定方
法。
2. The electromagnetic wave is transmitted from the transmitter into the compacting member at a predetermined interval while moving on the surface of the compacting member with the transmitter and the receiver being appropriately spaced apart from each other. The method for determining the degree of compaction of a compaction member according to claim 1.
JP63230099A 1988-09-16 1988-09-16 Method of judging degree of compaction of compaction member Expired - Lifetime JPH0718818B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63230099A JPH0718818B2 (en) 1988-09-16 1988-09-16 Method of judging degree of compaction of compaction member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63230099A JPH0718818B2 (en) 1988-09-16 1988-09-16 Method of judging degree of compaction of compaction member

Publications (2)

Publication Number Publication Date
JPH0278939A JPH0278939A (en) 1990-03-19
JPH0718818B2 true JPH0718818B2 (en) 1995-03-06

Family

ID=16902537

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63230099A Expired - Lifetime JPH0718818B2 (en) 1988-09-16 1988-09-16 Method of judging degree of compaction of compaction member

Country Status (1)

Country Link
JP (1) JPH0718818B2 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IE39998B1 (en) * 1973-08-23 1979-02-14 Schlumberger Inland Service Method and apparatus for investigating earth formations
JPH0690152B2 (en) * 1988-08-16 1994-11-14 戸田建設株式会社 Concrete hardening degree judgment method

Also Published As

Publication number Publication date
JPH0278939A (en) 1990-03-19

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