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1 60 4 (2009) BUTSURI-TANSA, Vol. 60, No. 4(2009) LaTeX2ε * ** * 3 * 4 L A TEX2ε L A TEX2ε L A TEX L A TEX natbib.sty (Natural Sciences Citations and References) L A TEX L A TEX LaTeX MVP 1. L A TEX L A TEX L A TEX * ** c 2009 SEGJ L A TEX L A TEX SEGJ L A TEX * 3 135S E, Room 719, Salt Lake City, UT , USA *

sty (Natural Sciences Citations and References) L A TEX L A TEX LaTeX MVP 1.

2 (2009) & L A TEX L A TEX L A TEX L A TEX L A TEX L A TEX L A TEX % % \% \ % latex L A TEX 2, 3 L A TEX 2. L A TEX ptex Linax Windows Mac guide.tex tex Matsui_I.tex L A TEX (1) L A TEX (2) (1) Windows WinTex pdf Windows Windows pdf L A TEX k platex matsui_i matsui_i \usepackage[manuscript]{segj} % <<--- (1) %\usepackage[final]{segj} % <<--- (2) 2 % [ ] manuscript manuscript matsui_i.dvi dviout platex tokocard tokocard.tex matsui_i.tex carddata.tex

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3 LaTeX2ε 3 platex tokocard.tex.pdf dvipdfmx matsui_i dvipdfmx tokocard.pdf pdf (1) %\usepackage[manuscript]{segj} % <<--- (1) \usepackage[final]{segj} % <<--- (2) aux matsui_i.aux pdf 3. \ Y= L A TEX \ Y= \ 3.1 segj.sty \usepackage{segj} \begin{document} *.cls jsarticle.cls \documentclass[option]{jsarticle} option segj.sty final manuscript final % manuscript carddata.tex segj.sty L A TEX 3.2 L A TEX \title, \author, \thanks \author \thanks \maketitle \thanks 2 L A TEX 3.3 segj.sty & L A TEX platex tokocard dviout pdf dvipdfmx tokocard tokocard.pdf \begin{document}

$1 segj.sty \usepackage{segj} \begin{document} *.cls jsarticle.cls \documentclass[option]{jsarticle} option segj.$

4 (2009) abstract \begin{abstract} \end{abstract} \Jabstrac{ }, \Eabstrac{ } { } % \input \input \def\ { } definition.tex \input{definition} \input.tex.txt \begin{document} \section \subsection \subsubsection (Appendix) \section \subsection \subsubsection bibriography natbib.sty natbib.sty (Europian Geoscience Union) egu \begin{figure} \end{figure} \begin{table} \end{table} \begin{figure*} \end{figure*} \begin{table*} \end{table*} * L A TEX (American Math Society) amsmath.sty L A TEX Φ = 1 4π 1 R divx(x, y, z )dx dy dz (1) \begin{equation} \displaystyle \varphi = - \frac{1}{4\pi}\iiint\frac{1}{r}\text{div}\pmb{x} (x^{\prime}, y^{\prime}, z^{\prime}) dx^{\prime}dy^{\prime}dz^{\prime} \end{equation} slant AMS L A TEX \iiint b T b T... 0 B = b T

$sty (Europian Geoscience Union) egu \begin{figure} \end{figure} \begin{table} \end{table} \begin{figure*} \end{figure*} \begin{table*} \end{table*} * 5.1 5. L A TEX (American Math Society) amsmath.$

5 LaTeX2ε 5 \[ \mathbf{b}= \begin{bmatrix} \mathbf{b}^t & \boldsymbol{0} & \dots & \boldsymbol{0} \\ \boldsymbol{0} & \mathbf{b}^t & \dots & \boldsymbol{0} \\ \vdots & \vdots & \dots & \vdots \\ \boldsymbol{0} & \boldsymbol{0} & \dots & \mathbf{b}^t \end{bmatrix} \] AMS L A TEX 2 Ey x (r 0 ) = I [ y0 y ẑ 4π ρ 0 ρ e u 1z 0 (1 + γ TE ) u 1 J 1 ( ρ 0 ρ λ)dλ 0 ] Lx L x (2) \begin{align} E_{y}^{x}(\mathbf{r}_0) =& -\frac{i}{4\pi}\left[ \frac{y_0 - y^\prime}{ \boldsymbol{\rho}_0 - \boldsymbol{\rho}^\prime } \int_{0}^{\infty}\frac{\hat{z}}{u_1}\;\mathrm{e}^{-u_1 z_0} (1 + \gamma_{\text{te}}) \right. \nonumber \\ {} & {\quad} \times J_1 ( \boldsymbol{\rho}_0 - \boldsymbol{\rho}^\prime \lambda) d\lambda \Bigr]_{L_x}^{L_x} \label{eq:bunkatsu} \end{align} multicol.sty \begin{figure}...\end{figure} \begin{table}...\end{table} Fig. 1 \begin{figure} %\label{fig:performance} \begin{center} {\includegraphics[width=8cm]{performance.eps}} \caption{technical paper production perforamnce for \LaTeX users and MS-Word users. Compared to the MS-Word users, the production performance for the \LaTeX users will be low for the first couple of papers. But the performance increases rapidly after completing three papers, and will exceeds the performance of MS-Word users if the papers includes mathematical equations. For the no methematical equations case, the perfomance will bit lower or almost equal to the case for MS-Word. } \end{center} \end{figure} L A TEX \begin{table*}[t]%\label{tbl:elasticity} \begin{center} \caption{the elastic and acoustic properties of kaolinite and smectite grains. } performance (arbitrary) LaTeX user with mathematical equations MS Word user LaTeX user no mathematical equations number of published papers Fig. 1 Technical paper production perforamnce for L A TEXusers and MS-Word users. Compared to the MS-Word users, the production performance for the L A TEXusers will be low for the first couple of papers. But the performance increases rapidly after completing three papers, and will exceeds the performance of MS-Word users if the papers includes mathematical equations. For the no methematical equations case, the perfomance will bit lower or almost equal to the case for MS-Word. \begin{tabular}{cr@.lr@.lr@.lr@.lr@.lrr} \hline Clay minerals & \multicolumn{2}{c}{k} & \multicolumn{2}{c} {$\mu$} & \multicolumn{2}{c}{e} & \multicolumn{2}{c} {$\lambda$} & \multicolumn{2}{c}{$\nu$} & \multicolumn{1} {c}{$v_p$} & \multicolumn{1}{c}{$v_s$} \\ & \multicolumn{2}{c}{(gpa)} & \multicolumn{2}{c}{(gpa)} & \multicolumn{2}{c}{(gpa)} & \multicolumn{2}{c}{(gpa)} & \multicolumn{2}{c}{unitless} & \multicolumn{1}{c}{m/s} & \multicolumn{1}{c}{m/s} \\ \hline Kaolinite (dry) & 7&9 & 10&2 & 21&4 & 0&99 & \multicolumn {2}{c}{} & 2860 & 2110 \\ Kaolinite (BS) & 17&8 & 4&7 & 13&0 & 14&7 & 0&36 & 3020 & 1410 \\ Smectite (dry) & 12&3 & 15&6 & 32&9 & 1&51 & \multicolumn{2 }{c}{} & 4640 & 3310 \\ Sectite (BS) & 29&0 & 7&9 & 22&3 & 23&8 & 0&21 & 5060 & 2770 \\ \hline \end{tabular} \end{center} \end{table*} \begin{table*}... \end{table*} * L A TEX L A TEX \begin{figure*}... \end{figure*} float 1 default {... }... default \renewcommand\topfraction{.7} float

$E_{y}^{x}(\mathbf{r}_0) =& -\frac{i}{4\pi}\left[ \frac{y_0 - y^\prime}{ \boldsymbol{\rho}_0 - \boldsymbol{\rho}^\prime } \int_{0}^{\infty}\frac{\hat{z}}{u_1}\;\mathrm{e}^{-u_1 z_0} (1 +$

6 (2009) Table 1 The elastic and acoustic properties of kaolinite and smectite grains. Clay minerals K µ E λ ν V P V S (GPa) (GPa) (GPa) (GPa) unitless m/s m/s Kaolinite (dry) Kaolinite (BS) Smectite (dry) Smectite (BS) \renewcommand\bottomfraction{.3} \renewcommand\textfraction{.2} 1 \renewcommand\floatpagefraction{.5} float \renewcommand\dbltopfraction{.7} twocolumn topfraction \renewcommand\dblfloatpagefraction{.5} twocolumn floatpagefraction \setcounter{topnumber}{2} float \setcounter{bottomnumber}{1} \setcounter{totalnumber}{3} 1 \setcounter{dbltopnumber}{2} twocolumn float \clearpage 5.3 \end{document} \begin{thebibliography} propagation of elastic waves in a fluid-saturated porous solid. II. Higher-frequency range, \textit{j. Acoust. Soc. Am.}, \textbf{28}, \bibitem[ (2005)]{segj2005} (2005) pp.288 \end{thebibliography} \bibitem[ (1982)]{Asakura1982} \bibitem [...], {...} (1982)... [...] {...} \citet{asakura1982} \citep{asakura1982} (1982) (, 1982) L A TEX (A1) \begin{acknowledgment} \end{acknowledgment} \begin{acknowledgments}... \end{acknowledgments}. \end{verbatim} \begin{thebibliography} \bibitem[ (1982)]{Asakura1982} (1982) 35 6 pp \bibitem[biot(1956a)] {Biot_1956a}Biot (1956a): Theory of propagation of elastic waves in a fluid-saturated porous solid. I. Low-frequency range, \textit{j. Acoust. Soc. Am.}, \textbf{28}, \bibitem[biot(1956b)] {Biot_1956b}Biot (1956b): Theory of (1982) 35 6 pp (1983) 36 2 pp Biot (1956a): Theory of propagation of elastic waves in a fluid-saturated porous solid. I. Low-frequency range, J. Acoust. Soc. Am., 28,

$3} \renewcommand\textfraction{.2} 1 \renewcommand\floatpagefraction{.5} float \renewcommand\dbltopfraction{.7} twocolumn topfraction \renewcommand\dblfloatpagefraction{.$

7 LaTeX2ε 7 performance (arbitrary) LaTeX user with mathematical equations MS Word user LaTeX user no mathematical equations number of published papers Fig. 2 Technical paper production perforamnce for L A TEXusers and MS-Word users. Compared to the MS-Word users, the production performance for the L A TEXusers will be low for the first couple of papers. But the performance increases rapidly after completing three papers, and will exceeds the performance of MS-Word users if the papers includes mathematical equations. For the no methematical equations case, the perfomance will bit lower or almost equal to the case for MS-Word. Biot (1956b): Theory of propagation of elastic waves in a fluid-saturated porous solid. II. Higherfrequency range, J. Acoust. Soc. Am., 28, (2005) pp.288 De Pasquale, G. and Pinelli, G. (1998): No-Dig Application Planning Using Dedicated Radar Techniques, No-Dig International, 9, 2., I (2004) 59 pp (2006) pp.54 (1999) pp.227 (1999) 537 pp.8-15 (2001)pp.446 (1996) Pseudospectral pp (1991) (1) 44 1 p Fig. A1 Schematic section of a box caisson type composite breakwater. This example is 3 x 3 box caisson. There are various types of breakwaters according to depth of the sea water, size of the port and other conditions. A {ˆpA ˆq B ˆν i,a ˆfi,B ˆq A ˆp B + ˆf } i,aˆν i,b d 3 x D (A1) } = {ˆpAˆν i,b ˆν i,a ˆp B ni d 3 x D A A.1 A. Fig. A1 Table A1 A.1.1 caption \begin{figure} \end{figure} & L A TEX \def\figurei{ } \FigureI figure.tex \input{figure} \FigureI

But the performance increases rapidly after completing three papers, and will exceeds the performance of MS-Word users if the papers includes mathematical equations.

8 (2009) Part Table A1 Components of the development of the FM-CW GPR for the diagnosis of caisson breakwater. Transmitting antenna Receiver Antennas Items Built-in Equipment Transmitter Data acquisition system Controller Distance meter Battery Receiver Battery Quanti ty Specifications Weight Size kg 2225(W)- 835(D)- 273(H)mm kg 2290(W)- 1655(D)- 273(H)mm Tracking kg ϕ 35mm bars Tractor kg 1550(W)- 680(D)- 1390(H)mm PC rack PC kg 530(W)- Acquisition 600(D)- and automatic diagonosis 820(H)mm programs Optical fiber cable Power Supply Generator 4 1 kg ϕ 15mm 5mm 1 12 kg 450(W)- 380(D)- 380(H)mm 600 VA Accesorries 1 3 kg Wrench Screwdrivers etc Total Weight 578 kg L A TEX B.2 L A TEX B L A TEX B.1 L A TEX L A TEX L A TEX L A TEX L A TEX okumura/texwiki/ ptex Windows W32TeX ghostscript version 8 version 7

2225(W)- 835(D)- 273(H)mm 2 180 kg 2290(W)- 1655(D)- 273(H)mm Tracking 4 8.5 kg ϕ 35mm bars Tractor 1 217 kg 1550(W)- 680(D)- 1390(H)mm PC rack PC 1 36.

9 LaTeX2ε 9 L A TEX2ε flushend.sty Usage of the LaTeX2ε style file for su to the journal Butsurit Taro Buttan*, Hanako Jishin**, Jiro Denk ABSTRACT Breakwaters which defend ports from high waves box caissons in Japan. Caisson breakwaters made of damaged by wave forces during a long period after sand of the damaged caissons flows out. As a result, caissons is accelerated. In order to detect the exist observe the condition of the breakwater surface and shape of the caissons. Keywords: ground penetrating radar, caisson break abstract.sty natbib.sty graphicx.sty afterpage.sty amsmath.sty amssymb.sty amsfonts.sty bm.sty amsmath.sty, amssymb.sty, amsfonts.sty, graphicx.sty L A TEX abstract.sty, natbib.sty, bm.sty, afterpage.sty L A TEX SEGJ latex Manuscript received August 7, 2006: Accepted November 14, * Bridgestone Geological Engineering Co., Ltd Mita, Minato-ku, Tokyo, , Japan ** National Research Institute for Advanced Industrial Science and Technology Higash, Tsukuba, Ibaarki, , Japan c 2009 SEGJ * 3 University of Utah, Department of Geology and Geophysics 135S E, Room 719, Salt Lake City, UT , USA * 4 Den-ei Electronics Co., Ltd Uyenohara, Uyenohara-shi Yamanashi, , Japan A part of this paper was presented at Proceedings of The SEGJ Symposium on Non-destructive Evaluation for Concrete Structures, 2007 (in Japanese).

Caisson breakwaters made of damaged by wave forces during a long period after sand of the damaged caissons flows out. As a result, caissons is accelerated.

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